CN204024092U - A kind of Novel section steel post positioning component - Google Patents
A kind of Novel section steel post positioning component Download PDFInfo
- Publication number
- CN204024092U CN204024092U CN201420480236.5U CN201420480236U CN204024092U CN 204024092 U CN204024092 U CN 204024092U CN 201420480236 U CN201420480236 U CN 201420480236U CN 204024092 U CN204024092 U CN 204024092U
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- China
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- steel column
- plate
- otic placode
- jack
- force bearing
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Abstract
A kind of Novel section steel post positioning component, be connected between the upper steel column of consistency from top to bottom and lower steel column, described positioning component is along four side distributions of steel column, comprise with the use of location otic placode, junction plate and jack force bearing plate, described jack force bearing plate is positioned at the side of location otic placode, with location otic placode one_to_one corresponding, the jack force bearing plate of the every side of steel column totally four, be made up of the top board be oppositely arranged and base plate, described top board and base plate are the identical right angle triangle of two of be arrangeding in parallel in pairs, a right-angle side of each right angle triangle is vertically fixed on steel column surface, another right-angle side level is as the stress surface of jack, between often pair of right angle triangle, distance is set to ensure jack and place and up and down stressed being as the criterion all is stablized in both sides.The utility model ensure that steel column absolute altitude and verticality accurately, and after installation, steel plate can cut off, and reuses, and has saved cost, solves the common quality defects such as absolute altitude is inaccurate, perpendicularity deviation is larger when steel column is installed.
Description
Technical field
The utility model relates to a kind of steel column construction appurtenance, particularly a kind of assembly for shaped steel steel column location.
Background technology
Traditional shaped steel localization method is see accompanying drawing 1, carry out for cable wind rope 10 and crane coordinate, generally first people's operation platform 11 is set in steel column stitching portion, tower crane is by upper steel column lifting to lower steel column, on the ground the drawknot point that cable wind rope and upper steel column top surrounding are arranged is fixed, and coordinating Chain block 12, tower crane and transit 13 to position, worker stands is finely tuned on operation platform.
This localization method, in the process lifted and correct, cannot comparatively fast be finished the work, and needs repeatedly to coordinate ability accurate positioning, is easily subject to ectocine, makes steel column cause skew, absolute altitude and the more difficult control of verticality in the course of work.
Utility model content
The purpose of this utility model is to provide a kind of Novel section steel post positioning component, solve the common quality defects such as absolute altitude is inaccurate, perpendicularity deviation is larger when steel column is installed.
For achieving the above object, the utility model adopts following technical scheme:
A kind of Novel section steel post positioning component, be connected between the upper steel column of consistency from top to bottom and lower steel column, upper steel column and lower steel column are provided with eight location otic placodes altogether, each location otic placode all vertically has at least three circular holes, location otic placode is made up of the upper ear plate of four pairs of consistencies from top to bottom and lower ear plate, described upper ear plate is each along the bottom four side surface center of upper steel column fixes one, described lower ear plate is each along the top four side surface center of lower steel column fixes one, it is characterized in that: described positioning component is along four side distributions of steel column, comprise with the use of junction plate and jack force bearing plate,
Described junction plate be vertically located at location otic placode outside, for connecting often pair of upper ear plate and lower ear plate, the top of described junction plate has and the circular hole of upper ear plate slotted hole one to one, the bottom of junction plate has and the circular hole of lower ear plate slotted hole one to one, the long limit of slotted hole is all vertical, hex bolts is through circular hole and slotted hole, make junction plate and location otic placode along the upper and lower adjustable connection of slotted hole
Described jack force bearing plate be positioned at location otic placode side, with location otic placode one_to_one corresponding, the jack force bearing plate of the every side of steel column totally four, be made up of the top board be oppositely arranged and base plate, described top board and base plate are the identical right angle triangle of two of be arrangeding in parallel in pairs, a right-angle side of each right angle triangle is vertically fixed on steel column surface, another right-angle side level, as the stress surface of jack, arranges distance to ensure jack and place and up and down stressed being as the criterion all is stablized in both sides between often pair of right angle triangle.
Described jack force bearing plate is arranged on otic placode side, location distance and is not more than in the scope of 100mm.
For being welded and fixed between described jack force bearing plate steel column.
Compared with prior art the utility model has following characteristics and beneficial effect:
The utility model is by jack force bearing plate and steel column firm welding, by jack and jack force bearing plate, the fine setting up and down between steel column is carried out to steel column, hex nut and junction plate is adopted to be connected by the otic placode of steel column, can up-down adjustment when junction plate being set to slotted hole to ensure that steel column is installed.
The utility model can comparatively fast complete steel column positioning work, without the need to repeatedly coordinating, the sheet material related to all is welded on the sidewall of steel column, be not vulnerable to ectocine in the course of work, steel plate can be cut off after the connection of jack force bearing plate, mounting or dismounting are convenient, reuse, cost-saving, reliable in quality, solves absolute altitude and a verticality unmanageable difficult problem when steel column is installed.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in more detail.
Fig. 1 is traditional steel column location schematic diagram.
Fig. 2 is structure schematic top plan view of the present utility model.
Fig. 3 is upper ear plate of the present utility model and lower ear plate connection diagram.
Fig. 4 arranges jack fine setting schematic diagram between top board of the present utility model and base plate.
Fig. 5 is the structural representation of location otic placode.
Fig. 6 is the structural representation of junction plate.
Steel column, 7-jack, 8-hex bolts, 9-junction plate, 10-cable wind rope, the upper people's operation platform of 11-, 12-Chain block, 13-transit under Reference numeral: 1-location otic placode, 1.1-upper ear plate, 1.2-lower ear plate, 2-jack force bearing plate, 2.1-top board, 2.2-base plate, 3-circular hole, 4-slotted hole, the upper steel column of 5-, 6-.
Detailed description of the invention
Embodiment is see shown in Fig. 2 ~ 4, a kind of Novel section steel post positioning component, be connected between the upper steel column 5 of consistency from top to bottom and lower steel column 6, upper steel column 5 and lower steel column 6 are provided with eight location otic placodes 1 altogether, shown in Figure 5, on the otic placode of each location, 1 all vertically has at least three circular holes 3, location otic placode 1 is made up of the upper ear plate 1.1 of four pairs of consistencies from top to bottom and lower ear plate 1.2, described upper ear plate 1.1 is each along the bottom four side surface center of upper steel column 5 fixes one, described lower ear plate 1.2 is each along the top four side surface center of lower steel column 6 fixes one, described positioning component is along four side distributions of steel column, comprise with the use of junction plate 9 and jack force bearing plate 2,
Shown in Fig. 3 and Fig. 6, described junction plate 9 is vertically located at the outside of location otic placode, for connecting often pair of upper ear plate 1.1 and lower ear plate 1.2, the top of described junction plate 9 has and the circular hole of upper ear plate 1.1 slotted hole 4 one to one, the bottom of junction plate 9 has and the circular hole of lower ear plate 1.2 slotted hole 4 one to one, the long limit of slotted hole 4 is all vertical, hex bolts 8 is through circular hole 3 and slotted hole 4, make junction plate 9 and location otic placode 1 along the upper and lower adjustable connection of slotted hole, in the present embodiment, each location otic placode 1 all vertically has three circular holes 3, therefore junction plate 9 has altogether 6 slotted holes.
Shown in Fig. 2 and Fig. 4, described jack force bearing plate 2 is positioned at the side of location otic placode 1, with location otic placode 1 one_to_one corresponding, the jack force bearing plate 2 of the every side of steel column totally four, be made up of the top board 2.1 be oppositely arranged and base plate 2.2, described top board 2.1 and base plate 2.2 are the identical right angle triangle of two of be arrangeding in parallel in pairs, a right-angle side of each right angle triangle is vertically fixed on steel column surface, another right-angle side level is as the stress surface of jack 7, between often pair of right angle triangle, distance is set to ensure jack 7 and place and stressed being as the criterion all is stablized in both sides up and down.
Described jack force bearing plate 2 is arranged on otic placode 1 side, location distance and is not more than in the scope of 100mm.
For being welded and fixed between described jack force bearing plate 2 steel column.
When the utility model uses, should in advance by jack force bearing plate and location otic placode and steel column firm welding, on the otic placode of location, slotted hole should be a bit larger tham the diameter of bolt, to ensure that steel column can up-down adjustment, then jack is placed on steel column triangle otic placode, utilize jack pair steel column to finely tune, steel column is fixed by recycling junction plate and hex bolts.
Claims (3)
1. a Novel section steel post positioning component, be connected between the upper steel column (5) of consistency from top to bottom and lower steel column (6), upper steel column (5) and lower steel column (6) are provided with eight location otic placode (1) altogether, on the otic placode of each location, (1) all vertically has at least three circular holes (3), location otic placode (1) is made up of the upper ear plate (1.1) of four pairs of consistencies from top to bottom and lower ear plate (1.2), described upper ear plate (1.1) is each along the bottom four side surface center of upper steel column (5) fixes one, described lower ear plate (1.2) is each along the top four side surface center of lower steel column (6) fixes one, it is characterized in that: described positioning component is along four side distributions of steel column, comprise with the use of junction plate (9) and jack force bearing plate (2),
Described junction plate (9) be vertically located at location otic placode outside, for connecting often pair of upper ear plate (1.1) and lower ear plate (1.2), the top of described junction plate (9) has and the circular hole of upper ear plate (1.1) slotted hole (4) one to one, the bottom of junction plate (9) has and the circular hole of lower ear plate (1.2) slotted hole (4) one to one, the long limit of slotted hole (4) is all vertical, hex bolts (8) is through circular hole (3) and slotted hole (4), make junction plate (9) and location otic placode (1) along the upper and lower adjustable connection of slotted hole
Described jack force bearing plate (2) is positioned at the side of location otic placode (1), with location otic placode (1) one_to_one corresponding, the jack force bearing plate (2) of the every side of steel column totally four, be made up of the top board be oppositely arranged (2.1) and base plate (2.2), described top board (2.1) and base plate (2.2) are the identical right angle triangle of two of be arrangeding in parallel in pairs, a right-angle side of each right angle triangle is vertically fixed on steel column surface, another right-angle side level is as the stress surface of jack (7), between often pair of right angle triangle, distance is set to ensure jack (7) and place and up and down stressed being as the criterion all is stablized in both sides.
2. a kind of Novel section steel post positioning component according to claim 1, is characterized in that: described jack force bearing plate (2) is arranged on otic placode (1) side, location distance and is not more than in the scope of 100mm.
3. a kind of Novel section steel post positioning component according to claim 1, is characterized in that: for being welded and fixed between described jack force bearing plate (2) steel column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420480236.5U CN204024092U (en) | 2014-08-25 | 2014-08-25 | A kind of Novel section steel post positioning component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420480236.5U CN204024092U (en) | 2014-08-25 | 2014-08-25 | A kind of Novel section steel post positioning component |
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| Publication Number | Publication Date |
|---|---|
| CN204024092U true CN204024092U (en) | 2014-12-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420480236.5U Expired - Fee Related CN204024092U (en) | 2014-08-25 | 2014-08-25 | A kind of Novel section steel post positioning component |
Country Status (1)
| Country | Link |
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| CN (1) | CN204024092U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938858A (en) * | 2017-12-19 | 2018-04-20 | 凉山州现代房屋建筑集成制造有限公司 | The anti-misalignment scene splicing node of Special-Shaped Column |
| CN110984612A (en) * | 2019-12-04 | 2020-04-10 | 中建二局第一建筑工程有限公司 | Steel column correcting and fixing structure |
| CN111676817A (en) * | 2020-06-01 | 2020-09-18 | 中铁八局集团第二工程有限公司 | Construction method of pier column type bridge upright column movable cable rope device |
| CN111827125A (en) * | 2020-08-06 | 2020-10-27 | 中铁二局集团有限公司 | Accurate adjustment method and device for installation line shape of steel upright post of arch bridge |
| CN113020870A (en) * | 2021-03-23 | 2021-06-25 | 中国十七冶集团有限公司 | Steel column positioning device and steel column installation construction method |
| CN114809654A (en) * | 2022-06-02 | 2022-07-29 | 合肥工业大学 | Sectional construction method for H-shaped steel column |
-
2014
- 2014-08-25 CN CN201420480236.5U patent/CN204024092U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938858A (en) * | 2017-12-19 | 2018-04-20 | 凉山州现代房屋建筑集成制造有限公司 | The anti-misalignment scene splicing node of Special-Shaped Column |
| CN107938858B (en) * | 2017-12-19 | 2023-10-20 | 凉山州现代房屋建筑集成制造有限公司 | On-spot concatenation node of dysmorphism post mistake proofing limit |
| CN110984612A (en) * | 2019-12-04 | 2020-04-10 | 中建二局第一建筑工程有限公司 | Steel column correcting and fixing structure |
| CN111676817A (en) * | 2020-06-01 | 2020-09-18 | 中铁八局集团第二工程有限公司 | Construction method of pier column type bridge upright column movable cable rope device |
| CN111827125A (en) * | 2020-08-06 | 2020-10-27 | 中铁二局集团有限公司 | Accurate adjustment method and device for installation line shape of steel upright post of arch bridge |
| CN113020870A (en) * | 2021-03-23 | 2021-06-25 | 中国十七冶集团有限公司 | Steel column positioning device and steel column installation construction method |
| CN114809654A (en) * | 2022-06-02 | 2022-07-29 | 合肥工业大学 | Sectional construction method for H-shaped steel column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141217 Termination date: 20150825 |
|
| EXPY | Termination of patent right or utility model |