CN212129965U - Interim securing device is assembled in air to box steel construction post - Google Patents
Interim securing device is assembled in air to box steel construction post Download PDFInfo
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- CN212129965U CN212129965U CN201922443946.6U CN201922443946U CN212129965U CN 212129965 U CN212129965 U CN 212129965U CN 201922443946 U CN201922443946 U CN 201922443946U CN 212129965 U CN212129965 U CN 212129965U
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- symmetrical
- seats
- jacking
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- rods
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 45
- 239000010959 steel Substances 0.000 title claims abstract description 45
- 238000010276 construction Methods 0.000 title claims abstract description 7
- 230000003019 stabilising effect Effects 0.000 claims description 2
- 230000002146 bilateral effect Effects 0.000 abstract description 7
- 238000003466 welding Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 3
- 230000000087 stabilizing effect Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000011218 segmentation Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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Abstract
The utility model relates to a temporary fixing device for overhead assembly of box-type steel structure columns, which comprises a symmetrical clamping seat, an upper connecting rod, a lower connecting rod, a symmetrical supporting rod, a supporting ear plate, a symmetrical fixing seat, a symmetrical jacking telescopic rod and a symmetrical jacking seat; the symmetrical fixing seats are arranged on the ground, one ends of the symmetrical jacking telescopic rods are connected with one sides of the symmetrical fixing seats, and the other ends of the symmetrical jacking telescopic rods are connected with the symmetrical jacking seats; the symmetrical supporting lug plates are arranged above the symmetrical fixing seats, one ends of the symmetrical supporting rods are connected with the symmetrical supporting lug plates, and the other ends of the symmetrical supporting rods are connected with the symmetrical clamping seats; the upper and lower connecting rods are arranged between the symmetrical clamping seats. The utility model has the advantages that: the utility model discloses the box steel construction post of setting is assembled interim securing device aloft and is the bilateral symmetry device, simple structure, and easy dismounting can greatly improve work efficiency and safety and stability nature.
Description
Technical Field
The utility model relates to a box steel column field especially relates to an interim securing device is assembled in air to box shaped steel structure post.
Background
At present, the steel structure construction technology in China is rapidly developed, all components are generally connected into a unit body by welding seams, bolts or rivets, and then are installed, so that the steel structure is widely applied to the fields of large-scale factory buildings, venues, super-high floors and the like. The steel column is one of the main components of the steel structure, and is used for constructing large-scale factories, large-span buildings, bridges and the like, and plays a key role in the quality of the whole steel structure. Due to the limitations of assembly technology, installation technology and construction site, the large box-type steel column can meet the building height by two-section or multi-section welding and splicing. Temporary fixing measures need to be taken on the steel column before the box type steel column is welded, and therefore the method is beneficial to the development of welding operation. The traditional temporary fixing measures are that steel bar anchor rings are embedded in the ground or the floor, and steel columns are temporarily fixed by cable ropes and chain blocks. The method is generally limited by the conditions of the fixing position, the fixing mode and the like of the guy rope, so that the working efficiency and the safety and the stability of the overhead assembly of the box-type steel structure column are influenced.
In summary, it is very important to seek a temporary fixing device for overhead assembly of a box-type steel structure column, which has a simple structure and can greatly improve the safety and stability.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming not enough among the prior art, providing a box steel structure post assembles interim securing device aloft.
The temporary fixing device for overhead assembly of the box-type steel structural column comprises symmetrical clamping seats, upper and lower connecting rods, symmetrical supporting rods, supporting lug plates, symmetrical fixing seats, symmetrical jacking telescopic rods and symmetrical jacking seats; the symmetrical fixing seats are arranged on the ground, one ends of the symmetrical jacking telescopic rods are connected with one sides of the symmetrical fixing seats, and the other ends of the symmetrical jacking telescopic rods are connected with the symmetrical jacking seats; the symmetrical supporting lug plates are arranged above the symmetrical fixing seats, one ends of the symmetrical supporting rods are connected with the symmetrical supporting lug plates, and the other ends of the symmetrical supporting rods are connected with the symmetrical clamping seats; the upper and lower connecting rods are arranged between the symmetrical clamping seats.
Preferably, the method comprises the following steps: the symmetrical fixing seats are fixed on the ground through ground nails.
Preferably, the method comprises the following steps: the upper connecting rod and the lower connecting rod are connected with the left clamping seat and the right clamping seat through the clamping pieces.
The utility model has the advantages that: the utility model discloses the box steel construction post of setting is assembled interim securing device aloft and is the bilateral symmetry device, simple structure, and easy dismounting can greatly improve work efficiency and safety and stability nature.
Drawings
FIG. 1 is a schematic diagram of a box-type steel structure column overhead assembling temporary stabilizing device;
fig. 2 is a layout diagram of the box-type steel structure column overhead assembly temporary fixing device.
Description of reference numerals: 1-a hook; 2-lifting rope; 3-lifting lug plate; 4-welding operation platform; 5-sectional steel column; 6-symmetrical card seat; 7-upper and lower connecting rods; 8-a steel ladder stand; 9-mounting a connecting plate; 10-fastening bolt; 11-symmetrical support bars; 12-symmetrical support ear plate; 13-symmetrical fixed seat; 14, symmetrically jacking the telescopic rod; 15-symmetrical jacking seat; 16-the ground.
Detailed Description
The present invention will be further described with reference to the following examples. The following description of the embodiments is merely provided to aid in understanding the invention. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, the present invention can be further modified and modified, and such modifications and modifications also fall within the protection scope of the appended claims.
The temporary fixing device for overhead assembly of the box-type steel structure column comprises a symmetrical clamping seat 6, an upper connecting rod 7, a lower connecting rod 7, symmetrical supporting rods 11, supporting ear plates 12, symmetrical fixing seats 13, symmetrical jacking telescopic rods 14 and symmetrical jacking seats 15; the symmetrical fixed seat 13 is arranged on the ground 16, one end of the symmetrical jacking telescopic rod 14 is connected with one side of the symmetrical fixed seat 13, and the other end of the symmetrical jacking telescopic rod 14 is connected with the symmetrical jacking seat 15; the symmetrical supporting lug plates 12 are arranged above the symmetrical fixed seats 13, one ends of the symmetrical supporting rods 11 are connected with the symmetrical supporting lug plates 12, and the other ends of the symmetrical supporting rods 11 are connected with the symmetrical clamping seats 6; the upper and lower connecting rods 7 are arranged between the symmetrical clamping seats 6.
The symmetrical fixing seats 13 are fixed on the ground 16 through ground nails.
The upper connecting rod 7 and the lower connecting rod 7 are connected with the left clamping seat and the right clamping seat 6 through the clamping pieces.
The manufacturing and using method of the box-type steel structure column overhead assembling temporary stabilizing device comprises the following steps:
firstly, as shown in fig. 1, a box-type steel structure column overhead assembly temporary stabilizing device is manufactured and is a bilateral symmetry device and comprises a symmetry clamping seat 6, an upper connecting rod 7, a lower connecting rod 7, a symmetry supporting rod 11, a supporting lug plate 12, a symmetry fixing seat 13, a symmetry jacking telescopic rod 14 and a symmetry jacking seat 15, wherein the symmetry fixing seat 13 is installed on the ground 16, one end of the symmetry jacking telescopic rod 14 is installed on one side of the symmetry fixing seat 13, the symmetry jacking seat 15 is installed at the other end of the symmetry jacking telescopic rod 14, the symmetry supporting lug plate 12 is installed on the symmetry fixing seat 13, one end of the symmetry supporting rod 11 is installed on the symmetry supporting lug plate 12, the symmetry clamping seat 6 is installed at the other end of the symmetry supporting rod 11.
Step two, as shown in fig. 2, when the box-type steel structural column is installed, the lifting lug plates 3 are installed at the top ends of the segmented steel columns 5, the segmented steel columns 5 of the lower sections are installed on the ground 16, then the segmented steel columns 5 of the upper sections, on which the lifting ropes 2 are bound, are lifted by using the crane hooks 1, a constructor uses the steel ladder 8 to go up to the welding operation platform 4, the segmented steel columns 5 of the upper sections and the segmented steel columns 5 of the lower sections are screwed and fixed by using the mounting connection plates 9 through the fastening bolts 10, and the perpendicularity of the box-type steel structural column is. Before box steel structure column welding, use box steel structure column to assemble interim stabilising arrangement in the air, at first through the ground nail respectively with bilateral symmetry fixing base 13 fixed mounting on the subaerial 16 of the steel column left and right sides, then make the tight seat 15 chucking in the segmentation steel column 5 bottom of hypomere of bilateral symmetry top through the extension of the tight telescopic link 14 in symmetry top, then support otic placode 12 connection symmetry bracing piece 11 through the symmetry, make the 6 chucking of bilateral symmetry cassette at the segmentation steel column 5 middle parts of upper segment, connecting rod 7 links together bilateral symmetry cassette 6 that can be quick through the buckle spare from top to bottom, thereby greatly improved box steel structure column and assembled the efficiency of interim firm installation in the air.
Claims (3)
1. Interim stabilising arrangement is assembled in air to box steel construction post, its characterized in that: comprises a symmetrical clamping seat (6), an upper connecting rod (7), a lower connecting rod (7), a symmetrical supporting rod (11), a supporting ear plate (12), a symmetrical fixed seat (13), a symmetrical jacking telescopic rod (14) and a symmetrical jacking seat (15); the symmetrical fixed seats (13) are arranged on the ground (16), one ends of the symmetrical jacking telescopic rods (14) are connected with one sides of the symmetrical fixed seats (13), and the other ends of the symmetrical jacking telescopic rods (14) are connected with the symmetrical jacking seats (15); the symmetrical supporting lug plates (12) are arranged above the symmetrical fixed seats (13), one ends of the symmetrical supporting rods (11) are connected with the symmetrical supporting lug plates (12), and the other ends of the symmetrical supporting rods (11) are connected with the symmetrical clamping seats (6); the upper and lower connecting rods (7) are arranged between the symmetrical clamping seats (6).
2. The box steel structure column aerial assembly temporary fixing device of claim 1, characterized in that: the symmetrical fixed seats (13) are fixed on the ground (16) through ground nails.
3. The box steel structure column aerial assembly temporary fixing device of claim 1, characterized in that: the upper connecting rod (7) and the lower connecting rod (7) are connected with the left clamping seat and the right clamping seat (6) through the clamping pieces.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922443946.6U CN212129965U (en) | 2019-12-30 | 2019-12-30 | Interim securing device is assembled in air to box steel construction post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922443946.6U CN212129965U (en) | 2019-12-30 | 2019-12-30 | Interim securing device is assembled in air to box steel construction post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212129965U true CN212129965U (en) | 2020-12-11 |
Family
ID=73676530
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922443946.6U Expired - Fee Related CN212129965U (en) | 2019-12-30 | 2019-12-30 | Interim securing device is assembled in air to box steel construction post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212129965U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113638607A (en) * | 2021-09-22 | 2021-11-12 | 中铁二十二局集团第五工程有限公司 | BIM-based steel structure parking building construction method |
-
2019
- 2019-12-30 CN CN201922443946.6U patent/CN212129965U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113638607A (en) * | 2021-09-22 | 2021-11-12 | 中铁二十二局集团第五工程有限公司 | BIM-based steel structure parking building construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201211 |
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| CF01 | Termination of patent right due to non-payment of annual fee |