CN107514058A - A kind of steel construction for being used to connect - Google Patents
A kind of steel construction for being used to connect Download PDFInfo
- Publication number
- CN107514058A CN107514058A CN201710775512.9A CN201710775512A CN107514058A CN 107514058 A CN107514058 A CN 107514058A CN 201710775512 A CN201710775512 A CN 201710775512A CN 107514058 A CN107514058 A CN 107514058A
- Authority
- CN
- China
- Prior art keywords
- rotary shaft
- support frame
- plate
- top plate
- connect
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2445—Load-supporting elements with reinforcement at the connection point other than the connector
Abstract
The invention provides a kind of steel construction for being used to connect, top plate and bottom plate including setting symmetrical above and below, it is fixedly connected between described top plate and bottom plate by the connecting plate set perpendicular to top plate, connecting plate is vertically installed with two support frames per side, support frame includes forming four pieces of supporting plates in " X " type section, and support frame is provided with angle adjusting mechanism to adjust the height of support frame；It is relatively fixed during present invention installation between i shaped steel, it will not be slided during welding, it ensure that the accuracy of connection, the weight capacity of vertical direction is provided simultaneously, and then improves the intensity of resulting steel, has been correspondingly improved the safe coefficient of building, the height of the angle adjusting mechanism adjustable support plate of the present invention, it is more convenient when in use so as to adapt to the i shaped steel of different size, save cost and the set-up time of production different model interconnection system steel construction.
Description
Technical field
The present invention relates to building materials field, and in particular to a kind of steel construction for being used to connect steel.
Background technology
Steel structure material is widely made because of the characteristics of its is in light weight, intensity is high, integral rigidity is good, deformability is strong
With it is only 1/5th of brick mix structure to be conducted oneself with dignity using the building of steel construction, has good resistance, makes its building
Structure can be effectively protected.I shaped steel is most popular one kind in steel, support beam, spandrel girder and other
Suffer from largely using in a variety of steel constructions, but i shaped steel also have its deficiency, mainly i shaped steel for perpendicular to
The pressure tolerance deficiency of upper and lower both sides, while i shaped steel is many times needing to be attached using process, but it is existing
Some connected modes are mainly completed by welding, and welding process is very cumbersome, and precision is difficult to control and easy sealing-off, solder skip
Situation, cause the steel strength that connects to obtain inadequate, certain potential safety hazard after use be present, it is therefore desirable to be a kind of more preferable
I shaped steel attachment structure, can more easily be attached, and obtained by being correspondingly improved steel overall construction intensity.
The content of the invention
For the deficiency in the presence of prior art, the invention provides a kind of steel construction for being used to connect, to solve
Existing i shaped steel be attached welding by way of because welding precision is unmanageable and easily sealing-off, the feelings of solder skip
Condition, obtained by causing the problem of the intensity deficiency of steel, while welding process is also sufficiently complex.
To achieve the above object, present invention employs following technical scheme：
A kind of steel construction for being used to connect, includes the top plate and bottom plate of setting symmetrical above and below, described top plate and bottom plate it
Between be fixedly connected by the connecting plate set perpendicular to top plate, the connecting plate is vertically installed with two supports per side
Frame, described two support frames are symmetrical to be arranged on connecting plate, and support frame includes four pieces that Formation cross-section is " X " type structure
Supporting plate, and the plane formed on support frame between two pieces of supporting plate ends of " X " type structural top is parallel with top plate, support frame
The plane formed between two pieces of supporting plates of upper " X " type structural base is parallel with bottom plate；
Support frame as described above is provided with angle adjusting mechanism, and the angle adjusting mechanism includes the first rotary shaft being coaxially disposed
With the second rotary shaft being set in outside the first rotary shaft, second rotary shaft is provided with the groove of arc, and the groove runs through
First rotary shaft causes the partial outer face of the first rotary shaft to expose out of groove, the groove using the axis of the second rotary shaft as
Symmetry axis is symmetrical arranged, and wherein two pieces of relative supporting plates are arranged on the first rotation by groove respectively on " X " type support frame
On axle, two pieces of relative supporting plates are arranged in the second rotary shaft in addition.
Compared to prior art, the present invention has the advantages that：
1st, the both sides up and down of i shaped steel can be put between of the invention support frame and top plate, bottom plate respectively, and I-shaped
Vertical section among shaped steel is then caught between two support frames, is now relatively fixed between i shaped steel and the present invention, using weldering
Connect when being fixed be not in slip situation, ensure that the accuracy of connection, while the support frame of the present invention is by into " X "
Four pieces of supporting plates of type structure are respectively supported between the both sides up and down of i shaped steel, there is provided the weight capacity of vertical direction,
And then the intensity of the steel obtained by improving, it has been correspondingly improved the safe coefficient of building；
2nd, supporting plate of the invention is provided with angle adjusting mechanism, is turned by the first rotary shaft and the relative of the second rotary shaft
It is dynamic, the relative angle of four pieces of supporting plates in " X " type structure can be adjusted, because supporting plate length is fixed, while adjustment angle
Also the whole height of " X " type structure is have adjusted, it is more convenient when in use so as to adapt to the i shaped steel of different size, save
The cost of production different model interconnection system steel construction and set-up time.
Brief description of the drawings
Fig. 1 is the schematic diagram of the present invention；
Fig. 2 is the schematic diagram of support frame of the present invention；
Fig. 3 is the schematic diagram of angle adjusting mechanism of the present invention；
In figure：1 top plate, 2 bottom plates, 3 connecting plates, 4 support frames, 41 supporting plates, 42 first rotary shafts, 43 second rotary shafts,
44 grooves.
Embodiment
Below in conjunction with the accompanying drawings and embodiment further illustrates to the technical scheme in the present invention.
Embodiment：
As Figure 1-3, the present invention proposes a kind of steel construction for being used to connect, and includes the top plate 1 of setting symmetrical above and below
With bottom plate 2, it is fixedly connected between described top plate 1 and bottom plate 2 by the connecting plate 3 set perpendicular to top plate 1, this implementation
Top plate 1 and bottom plate 2 are preferably square plate in example, while connecting plate 3 is set perpendicular to the long side of top plate 1, further, connection
Plate 3 is arranged on the middle part on vertical one side of top plate 1, so that forming I-shaped knot between top plate 1, bottom plate 2 and connecting plate 3
Structure.
Connecting plate 3 is vertically installed with two support frames 4 per side, and described two support frame 4 is symmetrical is arranged on
On connecting plate 3, and support frame 4 is arranged in the drop shadow spread of top plate 1 or bottom plate 2, and support frame 4 includes forming " X " type section
Four pieces of supporting plates 41, and the plane formed on support frame 4 between two pieces of ends of supporting plate 41 of " X " type structural top and top plate 1
Parallel, the plane formed on support frame 4 between two pieces of supporting plates 41 of " X " type structural base is parallel with bottom plate 2, " X " type structure
The space for accommodating both sides horizontal component above and below i shaped steel, two support frames 4 are formed between top plate 1 and bottom plate 2 respectively
Between space be used to accommodate the vertical portion of i shaped steel, so as to i shaped steel is closely fastened on this using it is new it
In.
Support frame 4 is provided with angle adjusting mechanism, and the angle adjusting mechanism includes the first rotary shaft 42 being coaxially disposed
With the second rotary shaft 43 being set in outside the first rotary shaft 42, the second rotary shaft 43 is fixedly installed in the present embodiment, and second turn
The wherein one end of moving axis 43 is closed and is vertically connected on connecting plate 3, and the first rotary shaft 42 can freely turn in the second rotary shaft 43
It is dynamic；Second rotary shaft 43 is provided with the groove 44 of arc, and groove 44 causes the first rotary shaft through the first rotary shaft 42
42 partial outer face exposes out of groove 44, and in the preferable scheme of the present embodiment, the length of groove 44 vertically is second turn
The 1/2 of moving axis 43, the radian of groove 44 circumferentially are 75 °, and the second rotary shaft 43 is provided with two grooves 44, and two grooves 44
It is symmetrical arranged using the axis of the second rotary shaft 43 as symmetry axis, wherein two pieces relative supporting plates 41 are distinguished on " X " type support frame 4
It is fixedly installed on through groove 44 in the first rotary shaft 42, two pieces of relative supporting plates 41 are then fixedly installed on the second rotation in addition
On axle 43.Because the first rotary shaft 42 can in the inner rotation of the first rotary shaft 42, it is corresponding in the first rotary shaft 42 two
Block supporting plate 41 can be rotated in the arc range of groove 44 circumferentially, because the length of supporting plate 41 is fixed, work as supporting plate
When 41 rotations cause angle change therebetween, the height of " X " type structure that supporting plate 41 is formed changes, so as to adapt to not
The i shaped steel of same specification.
In the use of the present invention, two i shaped steels for needing to connect are placed on both ends of the present invention first, then will even
The support frame 4 of the both sides of fishplate bar 3 is respectively aligned to above and below i shaped steel the space insertion between the horizontal component of both sides so that i shaped steel
Horizontal component be fastened on respectively between support frame 4 and top plate 1, bottom plate 2, the vertical portion of i shaped steel is fastened on two support frames
Between 4；The first rotary shaft 42 is now rotated, adjusts the height of " X " type structure so that the upper and lower ends of support frame 4 and i shaped steel
The medial surface of the horizontal component of both sides up and down be in close contact, finally the welding present invention and the contact site of i shaped steel, you can will
Two i shaped steels link together.
Finally illustrate, the above embodiments are merely illustrative of the technical solutions of the present invention and it is unrestricted, although with reference to compared with
The present invention is described in detail good embodiment, it will be understood by those within the art that, can be to the skill of the present invention
Art scheme is modified or equivalent substitution, and without departing from the objective and scope of technical solution of the present invention, it all should cover at this
Among the right of invention.
Claims (5)
- A kind of 1. steel construction for being used to connect, it is characterised in that：Top plate and bottom plate including setting symmetrical above and below, described top plate It is fixedly connected between bottom plate by the connecting plate set perpendicular to top plate, the connecting plate is vertically installed with two per side Individual support frame, described two support frames are symmetrical to be arranged on connecting plate, and support frame is " X " type structure including Formation cross-section Four pieces of supporting plates, and the plane formed on support frame between two pieces of supporting plate ends of " X " type structural top is parallel with top plate, The plane formed on support frame between two pieces of supporting plates of " X " type structural base is parallel with bottom plate；Support frame as described above is provided with angle adjusting mechanism, and the angle adjusting mechanism includes the first rotary shaft and the set being coaxially disposed The second rotary shaft being located at outside the first rotary shaft, second rotary shaft are provided with the groove of arc, and the groove runs through first Rotary shaft causes the partial outer face of the first rotary shaft to expose out of groove, and the groove is symmetrical using the axis of the second rotary shaft Axial symmetry is set, and wherein two pieces of relative supporting plates are arranged in the first rotary shaft by groove respectively on " X " type support frame, Other two pieces of relative supporting plates are arranged in the second rotary shaft.
- A kind of 2. steel construction for being used to connect as claimed in claim 1, it is characterised in that：The top plate and bottom plate are square Plate, and connecting plate is perpendicular to the long side of top plate.
- A kind of 3. steel construction for being used to connect as claimed in claim 1, it is characterised in that：Support frame as described above and top plate or bottom plate Between insert i shaped steel after be fixed by the place of being welded to connect.
- A kind of 4. steel construction for being used to connect as claimed in claim 1, it is characterised in that：The length of the groove vertically is Second rotary shaft 1/2~3/4, the radian of groove circumferentially are 45 °~75 °.
- A kind of 5. steel construction for being used to connect as claimed in claim 1, it is characterised in that：Second link slot wherein one end Closing, wherein closing one end is fixedly connected with connecting plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710775512.9A CN107514058A (en) | 2017-08-31 | 2017-08-31 | A kind of steel construction for being used to connect |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710775512.9A CN107514058A (en) | 2017-08-31 | 2017-08-31 | A kind of steel construction for being used to connect |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107514058A true CN107514058A (en) | 2017-12-26 |
Family
ID=60724858
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710775512.9A Pending CN107514058A (en) | 2017-08-31 | 2017-08-31 | A kind of steel construction for being used to connect |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107514058A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR19990081415A (en) * | 1998-04-29 | 1999-11-15 | 문태섭 | Connection Structure of Column and Horizontal Beam Using Concrete Filled Square Steel Pipe |
| CN203284886U (en) * | 2013-04-23 | 2013-11-13 | 河南杭萧钢构有限公司 | Connection node structure of rectangular steel pipe column and I-shaped steel beam |
| CN103981954A (en) * | 2014-05-30 | 2014-08-13 | 西安建筑科技大学 | Equal strength energy dissipation steel structure beam and column joint |
| CN205421719U (en) * | 2016-03-18 | 2016-08-03 | 中冶建工集团有限公司 | Steel -pipe column beam column bracket foundation structure |
| CN205688590U (en) * | 2016-06-21 | 2016-11-16 | 汪洋 | The node of steel performance |
| CN207348222U (en) * | 2017-08-31 | 2018-05-11 | 重庆固捷钢结构有限公司 | A kind of steel construction for being used to connect |
-
2017
- 2017-08-31 CN CN201710775512.9A patent/CN107514058A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR19990081415A (en) * | 1998-04-29 | 1999-11-15 | 문태섭 | Connection Structure of Column and Horizontal Beam Using Concrete Filled Square Steel Pipe |
| CN203284886U (en) * | 2013-04-23 | 2013-11-13 | 河南杭萧钢构有限公司 | Connection node structure of rectangular steel pipe column and I-shaped steel beam |
| CN103981954A (en) * | 2014-05-30 | 2014-08-13 | 西安建筑科技大学 | Equal strength energy dissipation steel structure beam and column joint |
| CN205421719U (en) * | 2016-03-18 | 2016-08-03 | 中冶建工集团有限公司 | Steel -pipe column beam column bracket foundation structure |
| CN205688590U (en) * | 2016-06-21 | 2016-11-16 | 汪洋 | The node of steel performance |
| CN207348222U (en) * | 2017-08-31 | 2018-05-11 | 重庆固捷钢结构有限公司 | A kind of steel construction for being used to connect |
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