CN205531402U - Steel construction temporary remove lattice column butting positioning device - Google Patents
Steel construction temporary remove lattice column butting positioning device Download PDFInfo
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- CN205531402U CN205531402U CN201620157541.XU CN201620157541U CN205531402U CN 205531402 U CN205531402 U CN 205531402U CN 201620157541 U CN201620157541 U CN 201620157541U CN 205531402 U CN205531402 U CN 205531402U
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- lattice column
- column
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- steel construction
- board
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Abstract
The utility model discloses a steel construction temporary remove lattice column butting positioning device constitutes by installing the body, the device body is including setting up in the apron at stand top, the apron upper surface all is provided with the cross board that shears, the cross shears the board and comprises isosceles trapezoid board and the right trapezoid board that sets up in isosceles trapezoid board both sides, the following length of isosceles trapezoid board equals the internal diameter of stand. The utility model discloses can dock four stands simultaneously, dock convenient and fast, can guarantee the intensity of lattice column, construction convenience and economic nature are showing, are applicable to the temporary remove lattice column butting positioning installation in the steel construction work progresss such as housing construction, large -scale public building, municipal transportation engineering.
Description
Technical field
This utility model relates to a kind of butt junction location device, in particular, relates to a kind of steel construction and arranges temporarily
Execute lattice column butt junction location device.
Background technology
Since the 2008 Beijing Olympic Games, the construction of large stadium gets more and more, the application of large-span steel
Also getting more and more, in work progress, interim measure to be used supports installation, and have is interim
Strutting means height has reached 100m.Temporary support measure, except there to be certain intensity, plays support
Effect, be also satisfied easy construction, takes into account economic feature, so our forms selecting lattice columns are done more
Support interim measure.Lattice column is all made up of square steel tube, and four columns smaller by rigidity collectively form just
Spend a bigger lattice column, easy construction and obvious economic, can have enough to meet the need and repeatedly use.But,
Owing to lattice column is made up of four columns, the shortcoming that lattice column uses is bigger than the docking difficulty of single limb column,
Must be the most all to four columns, lattice column could dock, bring very big inconvenience to overhead connection.
Utility model content
The purpose of this utility model is to overcome deficiency of the prior art, it is provided that a kind of steel construction interim measure
Lattice column butt junction location device, after using this butt junction location device, lattice column can dock four root posts simultaneously,
Dock convenient and swift, it is possible to ensureing the intensity of lattice column, easy construction and economy are notable.
The purpose of this utility model is achieved through the following technical solutions.
Steel construction interim measure lattice column butt junction location device of the present utility model, is made up of device body, described
Device body includes the cover plate being arranged at column top, and described cover plate upper surface is provided with cross shear resisting board, institute
State cross shear resisting board to be made up of equicrural ladder plate and the right-angled trapezium plate being arranged at equicrural ladder plate both sides, described etc.
The lower edge lengths of waist trapezoidal plate is equal to the internal diameter of column.
The external diameter of described cover plate is more than the external diameter of column.
Compared with prior art, the technical solution of the utility model is had the benefit that
(1) this utility model includes the cover plate being arranged at column top, and cover plate upper surface is provided with cross shearing resistance
Plate, cross shear resisting board is made up of equicrural ladder plate and the right-angled trapezium plate being arranged at equicrural ladder plate both sides, it is ensured that
Top lattice column is when lifting is to lattice column upper end, bottom, and column slides along equicrural ladder plate hypotenuse, slides into
When equicrural ladder plate is following in place, and weld column and the cover plate at lattice column top, bottom of top lattice column, profit
It is shorter than following principle with trapezoidal top, it is simple to the lattice column docking welding of work high above the ground, adds connection simultaneously
The steadiness at place；
(2), in this utility model, the lower edge lengths of equicrural ladder plate is equal to column internal diameter, such top lattice
The column of post along equicrural ladder plate hypotenuse glide time, just slide into trapezoidal following time stop, and prevent weldering
The column caused due to welding stress in termination process moves at random；
(3), in this utility model, the external diameter of cover plate, more than the external diameter of column, so facilitates column and cover plate
Welding, cover plate serves the power transmitted on top and distributes to the effect of substructure uniformly simultaneously；
(4), in this utility model, equicrural ladder plate and two right-angled trapezium plates constitute cross shear resisting board, carry
The high stabilized soil pavement of joint, adds the safety of structure, and simple to operate, docking is quickly.
Accompanying drawing explanation
Fig. 1 is front view of the present utility model.
Fig. 2 is top view of the present utility model.
Fig. 3 is docking schematic diagram of the present utility model.
Reference: 1 column；2 cover plates；3 equicrural ladder plates；4 right-angled trapezium plates.
Detailed description of the invention
The utility model will be further described below in conjunction with the accompanying drawings.
As shown in Figure 1 to Figure 3, steel construction interim measure lattice column butt junction location device of the present utility model, by
Device body is constituted, and described device body includes the cover plate 2 being arranged at column 1 top, table on described cover plate 2
Face is provided with cross shear resisting board, and described cross shear resisting board is by equicrural ladder plate 3 and is arranged at equicrural ladder plate 3
The right-angled trapezium plate 4 of both sides is constituted.The external diameter of described cover plate 2, more than the external diameter of column 1, facilitates column 1
With welding of cover plate 2.The lower edge lengths of described equicrural ladder plate 3 is equal to the internal diameter of column 1, such top lattice
The column 1 of structure post along lattice column top, bottom equicrural ladder plate 3 hypotenuse glide time, just slide into isosceles trapezoid
Plate 3 stops time following, and prevents the column 1 caused due to welding stress in welding process to move at random
Dynamic.
Horizon bar can be provided with between described adjacent two root posts 1, can set between described two relative root posts 1
It is equipped with interior brace, between described column 1 and horizon bar, can be provided with brace, described horizon bar, interior brace, tiltedly
Bar adds the strength and stiffness of lattice column, makes four root posts 1 firmly link together, and common stress is described
Cat ladder, convenient construction personnel's operation can be vertically arranged with inside lattice column.The lattice column of described bottommost can use
Crab-bolt is connected with concrete platform with anchor slab, and column 1 suspension column is provided with stiffener.Colligation concrete platform steel
During muscle, crab-bolt and anchor slab are placed in advance, be fixed on steel reinforcement cage, then casting concrete；
The butt junction location method of above-mentioned steel construction interim measure lattice column butt junction location device, comprises the following steps:
Step one, assembled lattice column, at least it is fixedly installed cover plate 2 in lattice column one root post 1 welded top.
Lattice column, at installation on ground, is combined into a Pin two-by-two, first places two root posts 1, then adds in this two root post 1
Between horizon bar and brace, be combined into a Pin, in like manner assembled 2nd Pin, then the horizon bar between this two Pin assembled
And brace, brace in finally placing；
Step 2, the equal vertical welding of upper surface middle part at described cover plate 2 is fixedly installed equicrural ladder plate 3；
Step 3, is respectively welded in the both sides of described equicrural ladder plate 3 and is fixedly installed a right-angled trapezium plate 4；
Step 4, on the premise of ensureing top lattice column and bottom lattice column consistent size, lifting top lattice
Post, the column 1 of top lattice column, along the equicrural ladder plate 3 hypotenuse slide downward at lattice column top, bottom, slides
To equicrural ladder plate 3 below time in place, column 1 well inserts, and top lattice column can easily be docked to
On the lattice column of bottom, and the column 1 of top lattice column and the cover plate 2 at lattice column top, bottom are welded together,
It is fixed.When lifting the lattice column of bottommost, weld with the anchor slab on concrete platform bottom column 1, put
Put stiffener；
Step 5, repeat the above steps four continuation lifting lattice column, to desired height, completes location and installation.
Although being described function of the present utility model and work process above in conjunction with accompanying drawing, but this practicality is new
Type is not limited to above-mentioned concrete function and work process, and above-mentioned detailed description of the invention is only schematically
Rather than restrictive, those of ordinary skill in the art under enlightenment of the present utility model, without departing from
In the case of this utility model objective and scope of the claimed protection, it is also possible to make a lot of form, these are equal
Within belonging to protection of the present utility model.
Claims (2)
1. a steel construction interim measure lattice column butt junction location device, is made up of device body, it is characterised in that
Described device body includes the cover plate being arranged at column top, and described cover plate upper surface is provided with cross shearing resistance
Plate, described cross shear resisting board is made up of equicrural ladder plate and the right-angled trapezium plate being arranged at equicrural ladder plate both sides,
The lower edge lengths of described equicrural ladder plate is equal to the internal diameter of column.
Steel construction interim measure lattice column butt junction location device the most according to claim 1, it is characterised in that
The external diameter of described cover plate is more than the external diameter of column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620157541.XU CN205531402U (en) | 2016-03-01 | 2016-03-01 | Steel construction temporary remove lattice column butting positioning device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620157541.XU CN205531402U (en) | 2016-03-01 | 2016-03-01 | Steel construction temporary remove lattice column butting positioning device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205531402U true CN205531402U (en) | 2016-08-31 |
Family
ID=56779494
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620157541.XU Expired - Fee Related CN205531402U (en) | 2016-03-01 | 2016-03-01 | Steel construction temporary remove lattice column butting positioning device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205531402U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888265A (en) * | 2016-03-01 | 2016-08-24 | 中国建筑第六工程局有限公司 | Steel structure provisional measure latticed column butt junction location device and method |
-
2016
- 2016-03-01 CN CN201620157541.XU patent/CN205531402U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888265A (en) * | 2016-03-01 | 2016-08-24 | 中国建筑第六工程局有限公司 | Steel structure provisional measure latticed column butt junction location device and method |
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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: 20160831 Termination date: 20210301 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |