CN214462738U - Butt joint section steel column stagger correction device - Google Patents
Butt joint section steel column stagger correction device Download PDFInfo
- Publication number
- CN214462738U CN214462738U CN202022908246.2U CN202022908246U CN214462738U CN 214462738 U CN214462738 U CN 214462738U CN 202022908246 U CN202022908246 U CN 202022908246U CN 214462738 U CN214462738 U CN 214462738U
- Authority
- CN
- China
- Prior art keywords
- support
- plate
- column
- bracket
- transverse edge
- 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 44
- 239000010959 steel Substances 0.000 title claims abstract description 44
- 210000001503 joint Anatomy 0.000 title claims abstract description 14
- 230000000149 penetrating effect Effects 0.000 claims abstract description 4
- 238000000034 method Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 11
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A butt joint section steel column stagger correction device is used for correcting butt joint stagger of an upper column and a lower column; the upper column is connected with the lower column through a connecting plate group and a bolt; comprises a bracket, a steel plate support and a jack; the support is L-shaped and is arranged at the upper part of the lower column, the end part of the transverse edge of the support is tightly attached to the outer side wall of the lower column, and the top of the vertical edge of the support exceeds the top of the lower column; the transverse edge of the bracket is connected with the bolt at the corresponding position, and a through hole penetrating through the bolt is formed at the position, close to the end part, on the transverse edge of the bracket; the steel plate support is connected to the upper part of the vertical edge of the bracket and faces one side of the upper face post; the jack is horizontally connected to the steel plate support, and the end part of the jack is vertically aligned with the end part of the transverse edge of the support. The utility model provides a dangerous high, adjust the technical problem that the inaccuracy, the efficiency of construction are low and construction cost is high that traditional manual regulation exists.
Description
Technical Field
The utility model belongs to the technical field of civil engineering construction, in particular to butt joint shaped steel post stagger correction device.
Background
In the building engineering, part of the structural conversion layer is stressed and changed, and a section steel concrete structure is adopted to increase the bearing capacity of the structure, wherein the main section steel structure is a section steel column and a section steel beam; among the section steel columns, part of the section steel columns pass through a plurality of layers, the higher section steel columns cannot be processed and formed at one time, and the height of the section steel columns needs to be ensured in a butt joint mode. At present, a mode of temporarily connecting and then welding and fixing a steel plate support is generally adopted on site. During welding, the staggered joint and the verticality at the joint are not easy to guarantee, and the engineering quality problem of upward deviation of the section steel column can be caused. The traditional steel column stagger correction generally adopts a cable rope to fix the steel column, manual adjustment is carried out by adjusting the screwing degree of bolt connection of a steel plate support, the adjustment precision cannot be guaranteed, manual high-altitude operation is dangerous, and the safety of the butt-joint steel column is affected.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a butt joint shaped steel post stagger correction device, the technical problem that danger height, regulation inaccuracy, the efficiency of construction low and construction cost is high that will solve traditional artifical regulation existence.
In order to achieve the above purpose, the utility model adopts the following technical scheme.
A butt joint section steel column stagger correction device is used for correcting butt joint stagger of an upper column and a lower column; the upper column is connected with the lower column through a connecting plate group and a bolt; comprises a bracket, a steel plate support and a jack; the support is L-shaped and is arranged at the upper part of the lower column, the end part of the transverse edge of the support is tightly attached to the outer side wall of the lower column, and the top of the vertical edge of the support exceeds the top of the lower column; the transverse edge of the bracket is connected with the bolt at the corresponding position, and a through hole penetrating through the bolt is formed at the position, close to the end part, on the transverse edge of the bracket; the steel plate support is connected to the upper part of the vertical edge of the bracket and faces one side of the upper face post; the jack is horizontally connected to the steel plate support, and the end part of the jack is vertically aligned with the end part of the transverse edge of the support.
Preferably, the connecting plate group comprises a lower ear plate, an upper ear plate and a connecting plate; the lower ear plate is arranged at the lower part of the upper column; the upper ear plate is arranged at the upper part of the lower column; the two connecting plates are respectively arranged on two sides of the lower ear plate and the upper ear plate; the lower lug plate and the connecting plate are connected through the bolts respectively, and the upper lug plate and the connecting plate are connected through the bolts respectively.
Preferably, a cushion plate is padded between the transverse edge of the bracket and the connecting plate; the backing plate is welded with the transverse edge of the bracket; the backing plate is provided with a through hole for penetrating the bolt.
Preferably, the through hole is a horizontal elongated hole.
Preferably, the perforations are horizontal elongated holes.
Preferably, an inclined strut is connected between the transverse edge and the vertical edge of the bracket.
Compared with the prior art, the utility model has the following characteristics and beneficial effect.
1. The utility model discloses can be simple and easy regulation butt joint steel column off normal, the wrong mouth, solved the dangerous coarse problem that traditional manual work regulation exists, improved the efficiency of construction, practiced thrift construction cost, the installation, dismantle simply, can have enough to meet the need the use many times, practice thrift construction cost, improve shaped steel concrete structure construction quality.
2. The utility model discloses can be more for simple and convenient butt joint correction to the shaped steel post, solved in the past and corrected the unable fixed problem of laying support and support in-process, and do not harm the shaped steel post structure, the device easy operation, safe and reliable, convenient to use are swift, construction cost drops into for a short time, the construction progress is fast.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic structural diagram of the present invention for correcting the butt joint misalignment between the upper column and the lower column.
Fig. 2 is a schematic structural view of the jack of the present invention installed on the support.
Fig. 3 is a schematic structural diagram of the middle support of the present invention.
Reference numerals: 1-upper column, 2-lower column, 3-bolt, 4-bracket, 5-steel plate support, 6-jack, 7-perforation, 8-lower ear plate, 9-upper ear plate, 10-connecting plate, 11-backing plate, 12-through hole and 13-diagonal brace.
Detailed Description
As shown in fig. 1 to 3, the device for correcting the misalignment of the abutting section steel columns is used for correcting the misalignment of the abutting sections of an upper column 1 and a lower column 2; the upper column 1 is connected with the lower column 2 through a connecting plate group and a bolt 3; comprises a bracket 4, a steel plate support 5 and a jack 6; the support 4 is L-shaped and is arranged at the upper part of the lower column 2, the end part of the transverse edge of the support 4 is tightly attached to the outer side wall of the lower column 2, and the top of the vertical edge of the support 4 exceeds the top of the lower column 2; the transverse edge of the bracket 4 is connected with the bolt 3 at the corresponding position, and a through hole 7 which penetrates through the bolt 3 is formed at the position, close to the end part, on the transverse edge of the bracket 4; the steel plate support 5 is connected to the upper part of the vertical edge of the support 4 and faces one side of the upper face column 1; the jack 6 is horizontally connected to the steel plate support 5, and the end of the jack 6 is vertically aligned with the end of the lateral side of the bracket 4.
In this embodiment, the connecting plate set includes a lower ear plate 8, an upper ear plate 9 and a connecting plate 10; the lower ear plate 8 is arranged at the lower part of the upper column 1; the upper ear plate 9 is arranged at the upper part of the lower column 2; two connecting plates 10 are respectively arranged at two sides of the lower ear plate 8 and the upper ear plate 9; the bolts 3 respectively connect the lower lug plate 8 with the connecting plate 10, and connect the upper lug plate 9 with the connecting plate 10.
In this embodiment, a pad 11 is padded between the transverse edge of the bracket 4 and the connecting plate 10; the backing plate 11 is welded with the transverse edge of the bracket 4; the shim plate 11 is provided with a through hole 12 through which the bolt 3 passes.
In this embodiment, the through hole 12 is a horizontal elongated hole.
In this embodiment, the through hole 7 is a horizontal elongated hole.
In this embodiment, an inclined strut 13 is connected between the horizontal side and the vertical side of the bracket 4.
In this embodiment, the bracket 4 is made of a steel plate with a thickness of 14mm, and the end of the transverse edge of the bracket 4 is provided with a through hole 7 and is connected and fastened with the upper ear plate 9 of the lower column 2 by a bolt 3.
In the embodiment, the steel plate support 5 is made of a wide-mouth flat plate with the thickness of 14mm, the jack 6 and the steel plate support 5 are connected by a full-penetration groove butt weld, and the quality of the weld is first-grade.
In this embodiment, the upper ear plate 9 and the lower ear plate 8 are made of 14mm thick steel plates, and the sizes of the upper ear plate 9 and the lower ear plate 8 are 135mm × 250mm, respectively.
In this embodiment, the upper ear plate 9 and the lower ear plate 8 are respectively provided with bolt holes, the distance between the uppermost bolt hole and the upper end is 45mm, the distance between the lowermost bolt hole and the lower end is 45mm, and the distance between the bolt holes is 80 mm.
In the embodiment, during calibration, the bottom of the jack 6 is connected to the steel plate support 5, and the jack 6 is jacked, so that the jacking end of the jack 6 is flush with the end part of the transverse edge of the support 4; and adjusting the verticality angle of the upper column 1 until the side surface of the upper column 1 is attached to the end part of the jack 6, dismantling the jack 6 and the support 4 after the deviation adjustment is finished, installing the jack to the other side with the deviation, and repeating the operation method until all directions meet the installation requirements of the upper column 1.
Claims (6)
1. A butt joint section steel column stagger correction device is used for correcting butt joint stagger of an upper column (1) and a lower column (2); the upper column (1) is connected with the lower column (2) through a connecting plate group and a bolt (3); the method is characterized in that: comprises a bracket (4), a steel plate support (5) and a jack (6); the support (4) is L-shaped and is arranged at the upper part of the lower column (2), the end part of the transverse edge of the support (4) is tightly attached to the outer side wall of the lower column (2), and the top of the vertical edge of the support (4) exceeds the top of the lower column (2); the transverse edge of the bracket (4) is connected with the bolt (3) at the corresponding position, and a through hole (7) penetrating through the bolt (3) is formed at the position, close to the end part, on the transverse edge of the bracket (4); the steel plate support (5) is connected to the upper part of the vertical edge of the support (4) and faces one side of the upper face post (1); the jack (6) is horizontally connected to the steel plate support (5), and the end part of the jack (6) is vertically aligned with the end part of the transverse edge of the support (4).
2. The device of claim 1, wherein the device further comprises: the connecting plate group comprises a lower ear plate (8), an upper ear plate (9) and a connecting plate (10); the lower ear plate (8) is arranged at the lower part of the upper column (1); the upper ear plate (9) is arranged at the upper part of the lower column (2); the two connecting plates (10) are respectively arranged on two sides of the lower ear plate (8) and the upper ear plate (9); the bolt (3) is respectively used for connecting the lower lug plate (8) with the connecting plate (10) and connecting the upper lug plate (9) with the connecting plate (10).
3. The device of claim 2, wherein the device further comprises: a cushion plate (11) is padded between the transverse edge of the bracket (4) and the connecting plate (10); the backing plate (11) is welded with the transverse edge of the bracket (4); the backing plate (11) is provided with a through hole (12) which penetrates through the bolt (3).
4. The device of claim 3, wherein the device further comprises: the through holes (12) are horizontal long holes.
5. The device of claim 1, wherein the device further comprises: the perforation (7) is a horizontal long hole.
6. The device of claim 1, wherein the device further comprises: and an inclined strut (13) is connected between the transverse edge and the vertical edge of the bracket (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022908246.2U CN214462738U (en) | 2020-12-07 | 2020-12-07 | Butt joint section steel column stagger correction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022908246.2U CN214462738U (en) | 2020-12-07 | 2020-12-07 | Butt joint section steel column stagger correction device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214462738U true CN214462738U (en) | 2021-10-22 |
Family
ID=78186940
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022908246.2U Active CN214462738U (en) | 2020-12-07 | 2020-12-07 | Butt joint section steel column stagger correction device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214462738U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117646493A (en) * | 2023-12-15 | 2024-03-05 | 中铁建设集团南方工程有限公司 | Construction method of house Y-shaped column supporting structure |
-
2020
- 2020-12-07 CN CN202022908246.2U patent/CN214462738U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117646493A (en) * | 2023-12-15 | 2024-03-05 | 中铁建设集团南方工程有限公司 | Construction method of house Y-shaped column supporting structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109183987B (en) | Butt-joint lug plate node capable of adjusting installation elevation of steel column and using method of butt-joint lug plate node | |
| CN211735747U (en) | Height-adjustable's beam holds in palm structure | |
| CN111075223A (en) | Jacking construction method and jacking device for house reinforcement and deviation rectification | |
| CN111851302A (en) | Rapid construction method of steel trestle | |
| CN214462738U (en) | Butt joint section steel column stagger correction device | |
| CN107869195A (en) | A kind of shaped steel steel column and column cap sizing punching block construction method | |
| CN104929134A (en) | Tapered wedge type adjustable device for foundation pit engineering inner support and construction method | |
| CN111424674A (en) | Foundation pit reverse construction method steel pipe structure column butt joint platform and butt joint method | |
| CN214575722U (en) | Constructional engineering support | |
| CN102720371B (en) | Butt joint method for multiple upright posts of steel structure module and temporary butt joint fixing device | |
| CN101148888B (en) | Compressed-air caisson anchor pile automatic error correcting device | |
| CN110565667B (en) | Steel sheet pile cofferdam with grouting platform | |
| CN112049415A (en) | Construction method of cornice formwork | |
| LU502102B1 (en) | Construction method for adjustable starting platform assembly for pipe-jacking construction | |
| CN104018682B (en) | Based on the method that realizes reinforced concrete column splicing on building site | |
| CN215053064U (en) | Lattice column verticality correction device | |
| CN112523258B (en) | Portable single-side formwork supporting system and construction method thereof | |
| CN209907399U (en) | Steel constructs straightness control stop device that hangs down of post | |
| CN103615058A (en) | Constraint steel plate structure of super high-rise steel plate concrete shear wall and construction method thereof | |
| CN209704012U (en) | The formwork erection device of steel column cornerite | |
| CN109252536B (en) | System and method for accurately positioning long and thin steel pull rod group | |
| CN215330097U (en) | A prefabricated pile extension device for jacking is rectified | |
| CN217027510U (en) | Accurate adjusting device is used in steel column butt joint | |
| CN220747273U (en) | Lattice column supports quick splicing device | |
| CN113819392B (en) | Blast furnace gas cabinet installation method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |