CN206723614U - A kind of supporting structure for steel construction - Google Patents
A kind of supporting structure for steel construction Download PDFInfo
- Publication number
- CN206723614U CN206723614U CN201720455807.3U CN201720455807U CN206723614U CN 206723614 U CN206723614 U CN 206723614U CN 201720455807 U CN201720455807 U CN 201720455807U CN 206723614 U CN206723614 U CN 206723614U
- Authority
- CN
- China
- Prior art keywords
- plate
- cushion block
- inclined plane
- ramp
- lower inclined
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 16
- 239000010959 steel Substances 0.000 title claims abstract description 16
- 238000010276 construction Methods 0.000 title claims abstract description 14
- 230000001105 regulatory effect Effects 0.000 claims abstract description 16
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 11
- 239000000725 suspension Substances 0.000 claims description 2
- 238000003466 welding Methods 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 239000004567 concrete Substances 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of supporting structure for steel construction of the utility model, including column root-plate, lower inclined plane cushion block, ramp cushion block, bar formula spirit level and regulating bolt, pipe support column is welded with the top of the column root-plate, and the both ends of pipe support column are respectively welded firm plate;The bottom of the column root-plate is fixedly welded with six groups of ramp cushion blocks respectively, and the bottom of ramp cushion block is movably equipped with lower inclined plane cushion block;The bar formula spirit level is embedded in the outside of column root-plate;The bearing, which is fixed, to be embedded on the outside of the stub end of lower inclined plane cushion block, and regulating bolt is horizontally through the inner side that bearing is fixedly mounted in fixed tuned plate.The utility model ramp cushion block is welded on the bottom of column root-plate, when being adjusted by lower inclined plane cushion block to column root-plate height, the degree of balance, ramp cushion block is avoided to move forward and backward, rotating regulating bolt drives lower inclined plane cushion block to move forward and backward, quickly column root-plate height and the degree of balance are adjusted, save the time.
Description
Technical field
It the utility model is related to steel structure support, steel structure support technical field, more particularly to it is a kind of for steel construction
Supporting structure.
Background technology
The conventional working procedure of steelwork pipe support is:Pipe support is made in factory, transports to live integral hoisting, hangs
Dress carries the steel column of column root-plate and concrete foundation short column positions, and installs crab-bolt, and adjust level by nut;Pipe support is installed
After correction, crab-bolt backing plate and column root-plate point are welded.
Application No.:201520499955.6 Chinese patent in, there is provided a kind of steelwork pipe supporting structure, the knot
Structure includes reinforced concrete plinth, and reinforced concrete plinth is provided with one group of crab-bolt, and crab-bolt passes through the fixing hole on column root-plate
Be connected with adjusting nut, column root-plate bottom is provided with one group of backing plate, and column root-plate top surface welds with pipe support column, column root-plate with
One group of stiffener is welded between pipe support column.
The design people has found, in the steelwork pipe support provided in above-mentioned patent, height to column root-plate and flat
, it is necessary to which crab-bolt pulls down being adjusted by backing plate slowly when weighing apparatus degree is adjusted, adjustment time length is inconvenient.
Therefore, in view of the above-mentioned problems, it is proposed that a kind of supporting structure for steel construction solves this problem.
Utility model content
The purpose of this utility model is to provide a kind of supporting structure for steel construction, to solve in above-mentioned background technology
The height and the degree of balance to column root-plate proposed is when being adjusted, it is necessary to which crab-bolt pulls down being adjusted by backing plate slowly
Whole, adjustment time grows the problem of inconvenient.
To achieve the above object, the utility model provides following technical scheme:A kind of supporting structure for steel construction, bag
Include pedestal, column root-plate, crab-bolt, pipe support column, firm plate, lower inclined plane cushion block, ramp cushion block, bar formula spirit level, tune
Bolt, fixed tuned plate and bearing are saved, is welded with pipe support column at the top of the column root-plate, and the both ends of pipe support column are welded respectively
It is connected to firm plate;It is connected between the pedestal and column root-plate by crab-bolt;The fixed weldering respectively of the bottom of the column root-plate
Six groups of ramp cushion blocks are connected to, and the bottom of ramp cushion block is movably equipped with lower inclined plane cushion block;The bar formula spirit level
It is embedded in the outside of column root-plate;The bearing, which is fixed, to be embedded on the outside of the stub end of lower inclined plane cushion block, and regulating bolt is horizontal
To the inner side that bearing is fixedly mounted through fixed tuned plate.
Preferably, the top surface of the lower inclined plane cushion block and the bottom surface of ramp cushion block are planar structure.
Preferably, the top bevel angle of inclination of the lower inclined plane cushion block and the angle of inclination of ramp cushion block bottom bevel
It is 45 °.
Preferably, the fixed tuned plate is fixedly welded on the top of pedestal, and the lower end of fixed tuned plate is provided with adjusting spiral shell
The internal thread hole that bolt matches.
Compared with prior art, the utility model has the advantages that:
1. the setting of the utility model lower inclined plane cushion block and ramp cushion block, the height progress be advantageous to column root-plate is micro-
Adjustment, while also allow for that the degree of balance of column root-plate is adjusted.
2. the utility model ramp cushion block is welded on the bottom of column root-plate, in the position by adjusting lower inclined plane cushion block
When height and the degree of balance to column root-plate are adjusted, avoid ramp cushion block from moving forward and backward, influence to adjust result.
3. the setting of the utility model regulating bolt, lower inclined plane cushion block is driven to move forward and backward by rotating regulating bolt, soon
The height to column root-plate of speed is adjusted, and quickly the column root-plate degree of balance is adjusted using bar formula spirit level
It is whole, it can avoid pulling down crab-bolt and column root-plate, effectively save the time.
Brief description of the drawings
Fig. 1 is the utility model structure diagram;
Fig. 2 is the utility model pipe support pillar construction schematic diagram;
Fig. 3 is the utility model column root-plate polycrystalline substance schematic diagram;
Fig. 4 is mplifying structure schematic diagram at the utility model A;
Fig. 5 is the side structure schematic diagram of the utility model lower inclined plane cushion block.
In figure:1st, pedestal, 2, column root-plate, 3, crab-bolt, 4, pipe support column, 5, firm plate, 6, lower inclined plane cushion block, 7, it is upper tiltedly
Face cushion block, 8, bar formula spirit level, 9, regulating bolt, 10, fixed tuned plate, 11, bearing.
Embodiment
Below, embodiment of the present utility model is will be explained in, the example is shown in the accompanying drawings and the description below.Although will
The utility model is described with reference to exemplary embodiment, it is to be understood that the description does not really want the utility model to be limited to this to show
The embodiment of example property.On the contrary, the utility model will not only cover the exemplary embodiment, but also cover various replacements,
Change, equivalent and other embodiment, it can be included in spirit of the present utility model and the model that appended claims are limited
In enclosing.
As shown in accompanying drawing 1 to accompanying drawing 5:
The utility model provides a kind of technical scheme:A kind of supporting structure for steel construction, including pedestal 1, suspension column bottom
Plate 2, crab-bolt 3, pipe support column 4, firm plate 5, lower inclined plane cushion block 6, ramp cushion block 7, bar formula spirit level 8, regulating bolt
9th, fixed tuned plate 10 and bearing 11, the top of column root-plate 2 is welded with pipe support column 4, and the both ends of pipe support column 4 are respectively welded
There is firm plate 5;It is connected between pedestal 1 and column root-plate 2 by crab-bolt 3;The bottom of column root-plate 2 is fixedly welded with six respectively
Group ramp cushion block 7, and the bottom of ramp cushion block 7 is movably equipped with lower inclined plane cushion block 6;Bar formula spirit level 8 is embedded in
The outside of column root-plate 2;Bearing 11, which is fixed, to be embedded on the outside of the stub end of lower inclined plane cushion block 6, and regulating bolt 9 is horizontally through
The inner side of bearing 11 is fixedly mounted in fixed tuned plate 10.
Specifically, the bottom surface of the top surface of lower inclined plane cushion block 6 and ramp cushion block 7 is planar structure, lower inclined plane can be made
Cushion block 6 is more preferably installed with ramp cushion block 7 with column root-plate 2 and pedestal 1;
Specifically, the top bevel angle of inclination of lower inclined plane cushion block 6 and the angle of inclination of the bottom bevel of ramp cushion block 7 are equal
For 45 °, lower inclined plane cushion block 6 and top and bottom keep level after the abutting joint of ramp cushion block 7 can be made;
Specifically, fixed tuned plate 10 is fixedly welded on the top of pedestal 1, and the lower end of fixed tuned plate 10 is provided with adjusting spiral shell
The internal thread hole that bolt 9 matches, drive lower inclined plane cushion block 6 movable by rotating regulating bolt 9.
Operation principle:In the supporting structure progress to the steel construction in use, measurement pipe erects the height of post 4 first, point
Not Zhuan Dong the connection of the outside of lower inclined plane cushion block 6 six groups of regulating bolts 9, drive six groups of lower inclined plane cushion blocks 6 forward or be moved rearwards,
So as to which the height of column root-plate 2 be micro-adjusted, the bar formula spirit level 8 in the outside of column root-plate 2 is then observed, when bar formula
When bubble among spirit level 8 is located at bar formula 8 right side of spirit level, now the right side of column root-plate 2 is higher than left side, regulation
The regulating bolt 9 in left side makes column root-plate 2, and generally in level, the bubble among bar formula spirit level 8 is located at bar formula water
During soaked 8 left side of level, adjusting the regulating bolt 9 on right side makes column root-plate 2 generally in level.
In summary, although the utility model is described in detail with reference to the foregoing embodiments, for this area
For technical staff, it can still modify to the technical scheme described in foregoing embodiments, or to which part
Technical characteristic carries out equivalent substitution, all within the spirit and principles of the utility model, any modification for being made, equivalent substitution,
Improve etc., it should be included within the scope of protection of the utility model.
Claims (4)
- A kind of 1. supporting structure for steel construction, it is characterised in that:Including pedestal, column root-plate, crab-bolt, pipe support column, steady Gu plate, lower inclined plane cushion block, ramp cushion block, bar formula spirit level, regulating bolt, fixed tuned plate and bearing, the suspension column bottom Pipe support column is welded with the top of plate, and the both ends of pipe support column are respectively welded firm plate;The pedestal and column root-plate it Between be connected by crab-bolt;The bottom of the column root-plate is fixedly welded with six groups of ramp cushion blocks, and ramp cushion block respectively Bottom be movably equipped with lower inclined plane cushion block;The bar formula spirit level is embedded in the outside of column root-plate;The bearing is consolidated Surely it is embedded on the outside of the stub end of lower inclined plane cushion block, and regulating bolt is horizontally through fixed tuned plate and the interior of bearing is fixedly mounted Side.
- 2. the supporting structure according to claim 1 for steel construction, it is characterised in that:The top surface of the lower inclined plane cushion block Bottom surface with ramp cushion block is planar structure.
- 3. the supporting structure according to claim 1 for steel construction, it is characterised in that:The top of the lower inclined plane cushion block Bevel inclination angle and the angle of inclination of ramp cushion block bottom bevel are 45 °.
- 4. the supporting structure according to claim 1 for steel construction, it is characterised in that:The fixed tuned plate fixes welding The internal thread hole to match with regulating bolt is provided with the lower end at the top of pedestal, and fixed tuned plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720455807.3U CN206723614U (en) | 2017-04-27 | 2017-04-27 | A kind of supporting structure for steel construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720455807.3U CN206723614U (en) | 2017-04-27 | 2017-04-27 | A kind of supporting structure for steel construction |
Publications (1)
Publication Number | Publication Date |
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CN206723614U true CN206723614U (en) | 2017-12-08 |
Family
ID=60508333
Family Applications (1)
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CN201720455807.3U Expired - Fee Related CN206723614U (en) | 2017-04-27 | 2017-04-27 | A kind of supporting structure for steel construction |
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CN (1) | CN206723614U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106939946A (en) * | 2017-04-27 | 2017-07-11 | 苏州天地彩钢制造有限公司 | A kind of supporting structure for steel construction |
CN110170733A (en) * | 2019-05-06 | 2019-08-27 | 湖南坤鼎数控科技有限公司 | The dedicated gantry support of friction-welding machine |
CN115555808A (en) * | 2022-10-25 | 2023-01-03 | 沪东中华造船(集团)有限公司 | Installation method of equipment installation duplex adjusting cushion block |
CN115555808B (en) * | 2022-10-25 | 2024-05-14 | 沪东中华造船(集团)有限公司 | Installation method of equipment installation duplex adjustment cushion block |
-
2017
- 2017-04-27 CN CN201720455807.3U patent/CN206723614U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106939946A (en) * | 2017-04-27 | 2017-07-11 | 苏州天地彩钢制造有限公司 | A kind of supporting structure for steel construction |
CN110170733A (en) * | 2019-05-06 | 2019-08-27 | 湖南坤鼎数控科技有限公司 | The dedicated gantry support of friction-welding machine |
CN115555808A (en) * | 2022-10-25 | 2023-01-03 | 沪东中华造船(集团)有限公司 | Installation method of equipment installation duplex adjusting cushion block |
CN115555808B (en) * | 2022-10-25 | 2024-05-14 | 沪东中华造船(集团)有限公司 | Installation method of equipment installation duplex adjustment cushion block |
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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: 20171208 |