CN206467781U - Box steel column butt-joint structural - Google Patents
Box steel column butt-joint structural Download PDFInfo
- Publication number
- CN206467781U CN206467781U CN201720152522.2U CN201720152522U CN206467781U CN 206467781 U CN206467781 U CN 206467781U CN 201720152522 U CN201720152522 U CN 201720152522U CN 206467781 U CN206467781 U CN 206467781U
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- Prior art keywords
- steel column
- supporting plate
- fixed supporting
- column
- steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 75
- 239000010959 steel Substances 0.000 title claims abstract description 75
- 238000003032 molecular docking Methods 0.000 claims description 23
- 239000003351 stiffener Substances 0.000 claims description 10
- 238000010276 construction Methods 0.000 abstract description 6
- 210000001503 joint Anatomy 0.000 abstract 3
- 238000011065 in-situ storage Methods 0.000 abstract 1
- 238000012797 qualification Methods 0.000 description 3
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a box steel column butt-joint structural belongs to building steel construction connection structure field, and the purpose provides a box steel column butt-joint structural to in-situ construction practices thrift construction cost. Comprises an upper steel column and a lower steel column; the steel column butt joint device comprises a butt joint adjusting device, wherein the butt joint adjusting device comprises a fixed supporting plate detachably connected with a lower steel column, the inner side of the fixed supporting plate abuts against the outer wall of the lower steel column, a baffle is installed on the outer side of the fixed supporting plate and located above the fixed supporting plate, a jack is arranged on the fixed supporting plate, one end of the jack abuts against the baffle, and the other end of the jack faces towards the outer wall of the upper steel column. The utility model discloses, avoided the influence of external factors such as site operation place, environment, operating personnel proficiency, and practiced thrift adjustment time and manual work, improved work efficiency.
Description
Technical field
The utility model belongs to construction steel structure attachment structure field, particularly a kind of steel box column docking adjustment dress
Put.
Background technology
With continuing to develop for national economy, high-rise, the continuous emergence of high-rise building, as in steel reinforced concrete structure
The steel column of the most commonly used box-type section, because having the advantages that bearing capacity is high, rigidity is big, anti-seismic performance is good, increasingly
It is applied to more in longspan structure and high-rise, super high rise structure.At present, it is upper to save steel box column and lower box steel column in the air
Group is to rear, and perpendicularity regulation, mismatch of upper section steel column etc. cannot be easily managed, substantially by instruments such as crowbar, bottle gouards moved by hands
To aid in completing.In constructing at the scene, also to be influenceed by extraneous factors such as place, environment, operating personnel's qualifications, often
Require a great deal of time, artificial and material, construction cost is high and inefficiency.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of steel box column docking structure, in order to which scene is applied
Work, saves construction cost.
The technical solution adopted in the utility model is：A kind of steel box column docking structure, including upper steel column and lower steel column；Bag
Docking adjusting apparatus is included, the docking adjusting apparatus includes the fixation supporting plate being detachably connected with lower steel column, fixes the interior of supporting plate
Side, which is leaned, is provided with baffle plate on the outside of the outer wall of lower steel column, fixed supporting plate, the baffle plate is located at the top of fixed supporting plate, in fixation
Supporting plate is provided with jack, and described jack one end leans baffle plate, and the telescopic other end is towards upper steel column outer wall.
Further, the docking adjusting apparatus also includes support, and the support is located at below fixed supporting plate and fixed support
Plate is connected；The support side leans the outer wall of lower steel column.
Further, the support includes montant and brace；The brace includes horizontal segment and tilting section, the horizontal segment
Lower steel column outer wall is leaned perpendicular to lower steel column and end, the end of the tilting section on the outside of fixed supporting plate with being connected；The montant
One end is connected with horizontal segment, and the other end on the inside of fixed supporting plate with being connected.
Further, one block of fixed supporting plate configures two assistant supports.
Further, in addition to stiffener, the stiffener is fixedly connected with baffle plate and fixed supporting plate, and stiffener is located at
On the outside of baffle plate.
Further, upper ear seat is installed in the periphery of upper steel column lower end；Lower ear is installed in the periphery of lower steel column upper end
Seat；It is detachably connected including one end with upper ear seat, the clamping plate that the other end is detachably connected with lower ear base；It is provided with and hangs on lower ear base
Fill hole.
The beneficial effects of the utility model are：A kind of steel box column docking structure, passes through the thousand of the upper steel column periphery of adjustment
Jin top, makes steel column and lower steel column centering, the auxiliary without instruments such as crowbar, bottle gouards moved by hands, it is to avoid site operation place, ring
The influence of the extraneous factors such as border, operating personnel's qualification, and saved adjustment time and artificial, improve operating efficiency；It is logical
Cross clamping plate and upper ear seat and lower ear base are clamped fixation, connected mode is convenient；Lifted by the hole for hoist on lower ear base,
Convenient, fast, safety.
Brief description of the drawings
Fig. 1 is upper box column and lower box column docking structure schematic diagram；
Fig. 2 is upper box column and lower box column scheme of installation；
Fig. 3 is docking adjusting apparatus front view；
Fig. 4 is fixed supporting plate top view.
In figure, upper steel column 1, lower steel column 2, upper ear seat 3, lower ear base 4, clamping plate 5, hole for hoist 6, fixed supporting plate 7, baffle plate 8, thousand
Jin top 9, support 10, montant 11, brace 12, horizontal segment 13, tilting section 14, stiffener 15.
Embodiment
The utility model is described further with reference to the accompanying drawings and examples as follows：
A kind of steel box column docking structure, as shown in figure 1, including upper steel column 1 and lower steel column 2；Including docking adjusting apparatus,
The docking adjusting apparatus fixes supporting plate 7, and the outer wall of lower steel column 2 is fixed in the inner side of the fixed supporting plate 7, fixed supporting plate 7
Outside is provided with baffle plate 8, and the baffle plate 8 is located at the top of fixed supporting plate 7, and jack 9, described thousand are provided with fixed supporting plate 7
9 one end of jin top lean baffle plate 8, and the telescopic other end is towards the upper outer wall of steel column 1.
Group, to rear, will adjust the perpendicularity of steel column 1 in the air for upper steel column 1 and lower steel column 2, make steel column 1 and lower steel column 2
Centering, can be directly by adjusting jack 9, and because the one end of jack 9 leans baffle plate 8, and baffle plate 8 is installed on fixed supporting plate 7, Gu
Determine the outer wall that supporting plate 7 is fixed on lower steel column 2, therefore, one end of jack 9 and the relative position of lower steel column 2 are determined, regulation thousand
During jin top 9, the other end of jack 9 leans the outer wall of steel column 1, by the jack 9 of the upper periphery of steel column 1 of adjustment, makes steel
Post 1 and the lower centering of steel column 2, the auxiliary without instruments such as crowbar, bottle gouards moved by hands, it is to avoid site operation place, environment, operator
The influence of the extraneous factors such as member's qualification, and saved adjustment time and artificial, operating efficiency is improved, saving is constructed into
This.
Because the outer wall of lower steel column 2 is fixed in the inner side of fixed supporting plate 7, periphery of the outside of supporting plate 7 along lower steel column 2 is fixed
Stretch out, i.e. fixed supporting plate 7 is in cantilever design, in order to optimize the stress form of fixed supporting plate 7, it is preferred that such as Fig. 3 and Fig. 4
Shown, the docking adjusting apparatus also includes support 10, and the support 10 is located at the fixed lower section of supporting plate 7 and is connected with fixed supporting plate 7
Connect；The side of support 10 leans the outer wall of lower steel column 2.The outside of the fixed supporting plate 7 of 10 pairs of support is played a supporting role, and transmission comes
The active force of self-retaining supporting plate 7.
In the above-described embodiment, it is preferred that support 10 can be hardened structure, may also be only an inclined support bar, excellent
Choosing, the support 10 includes montant 11 and brace 12；The brace 12 includes horizontal segment 13 and tilting section 14, the horizontal segment
13 perpendicular to lower steel column 2 and end leans the lower outer wall of steel column 2, and the end of the tilting section 14 is connected with the fixed outside of supporting plate 7；Institute
State the one end of montant 11 with horizontal segment 13 to be connected, the other end is connected with the fixed inner side of supporting plate 7.The support 10 of the form and hardened structure phase
Than light weight；Compared with an inclined support bar, the montant 11 and brace 12 of support 10 are bolted with fixed supporting plate 7, surely
Qualitative more preferable, stress form is more excellent.
It is preferred that, one block of fixed supporting plate 7 configures two assistant supports 10.
In order to play booster action to baffle plate 8, it is to avoid cause baffle plate 8 to deform during jack 9 is adjusted, preferably
, in addition to stiffener 15, the stiffener 15 is fixedly connected with baffle plate 8 and fixed supporting plate 7, and stiffener 15 is located at baffle plate 8
Outside.
For the ease of lifting and connecting, it is preferred that as depicted in figs. 1 and 2, it is provided with the periphery of the upper lower end of steel column 1
Ear mount 3；Lower ear base 4 is installed in the periphery of the lower upper end of steel column 2；It is detachably connected including one end with upper ear seat 3, the other end is with
The clamping plate 5 that ear mount 4 is detachably connected；Hole for hoist 6 is provided with lower ear base 4.By bolt with clamping plate 5 by upper ear seat 3 and lower ear
Seat 4 is clamped fixation, and connected mode is convenient.Lifted by the hole for hoist 6 on lower ear base 4, convenient, fast, safety.
Claims (6)
1. a kind of steel box column docking structure, including upper steel column (1) and lower steel column (2)；It is characterized in that：Including docking adjustment dress
Put, the docking adjusting apparatus includes the fixation supporting plate (7) being detachably connected with lower steel column (2), the medial roof of fixed supporting plate (7)
The outer wall of steel column (2), fixes and baffle plate (8) is provided with the outside of supporting plate (7) on the lower, and the baffle plate (8) is located at fixed supporting plate (7)
Top, is provided with jack (9), described jack (9) one end leans baffle plate (8), the telescopic other end on fixed supporting plate (7)
Towards upper steel column (1) outer wall.
2. a kind of steel box column docking structure as claimed in claim 1, it is characterised in that：The docking adjusting apparatus also includes
Support (10), the support (10) is located at below fixed supporting plate (7) to be connected with fixed supporting plate (7)；Support (10) side
Lean the outer wall of lower steel column (2).
3. a kind of steel box column docking structure as claimed in claim 2, it is characterised in that：The support (10) includes montant
And brace (12) (11)；The brace (12) includes horizontal segment (13) and tilting section (14), and the horizontal segment (13) is under
Steel column (2) and end lean lower steel column (2) outer wall, and the end of the tilting section (14) on the outside of fixed supporting plate (7) with being connected；It is described
Montant (11) one end is connected with horizontal segment (13), and the other end on the inside of fixed supporting plate (7) with being connected.
4. a kind of steel box column docking structure as claimed in claim 3, it is characterised in that：One piece of fixed supporting plate (7) configuration two
Assistant support (10).
5. a kind of steel box column docking structure as claimed in claim 4, it is characterised in that：Also include stiffener (15), it is described
Stiffener (15) is fixedly connected with baffle plate (8) and fixed supporting plate (7), and stiffener (15) is located on the outside of baffle plate (8).
6. a kind of steel box column docking structure as described in claim 1-5 any one claims, it is characterised in that：Upper
The periphery of steel column (1) lower end is provided with upper ear seat (3)；Lower ear base (4) is installed in the periphery of lower steel column (2) upper end；Including one
End is detachably connected with upper ear seat (3), the clamping plate (5) that the other end is detachably connected with lower ear base (4)；Set on lower ear base (4)
There is hole for hoist (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720152522.2U CN206467781U (en) | 2017-02-20 | 2017-02-20 | Box steel column butt-joint structural |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720152522.2U CN206467781U (en) | 2017-02-20 | 2017-02-20 | Box steel column butt-joint structural |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206467781U true CN206467781U (en) | 2017-09-05 |
Family
ID=59708085
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720152522.2U Active CN206467781U (en) | 2017-02-20 | 2017-02-20 | Box steel column butt-joint structural |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206467781U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113684933A (en) * | 2021-09-22 | 2021-11-23 | 福建互华土木工程管理有限公司 | Steel column butt joint support frame and steel column butt joint construction method |
-
2017
- 2017-02-20 CN CN201720152522.2U patent/CN206467781U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113684933A (en) * | 2021-09-22 | 2021-11-23 | 福建互华土木工程管理有限公司 | Steel column butt joint support frame and steel column butt joint construction method |
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| GR01 | Patent grant |