CN208668633U - A kind of connecting node of double tie-rods and H profile steel column - Google Patents
A kind of connecting node of double tie-rods and H profile steel column Download PDFInfo
- Publication number
- CN208668633U CN208668633U CN201820620702.3U CN201820620702U CN208668633U CN 208668633 U CN208668633 U CN 208668633U CN 201820620702 U CN201820620702 U CN 201820620702U CN 208668633 U CN208668633 U CN 208668633U
- Authority
- CN
- China
- Prior art keywords
- plate
- steel column
- profile steel
- rods
- pieces
- 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.)
- Active
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses the connecting nodes of a kind of double tie-rods and H profile steel column, including H profile steel column, double tie-rods, stiffening plate and support plate, H profile steel column is by left wing plate, right wing plate and it is connected to a left side, web composition between right wing plate, the right wing plate is made of epipleural and lower side panel, stiffening plate is provided between epipleural and lower side panel, the width of stiffening plate is greater than the width of right wing plate, stiffening plate is fixedly connected with the right side of web, reinforcing rib is provided on the left side of stiffening plate, reinforcing rib is fixedly connected on the web of H profile steel column, two pieces of support plates are provided on the right side of stiffening plate, two pieces of support plate settings in a vertical shape, a fixed plate has been respectively fixedly connected in the middle part of the right side of two pieces of support plates, tie-rod is installed on the right side of each fixed plate.
Description
Technical field
The utility model belongs to steel building field more particularly to a kind of connecting node of double tie-rods and H profile steel column.
Background technique
With the development of society, steel construction is also more and more extensive as a kind of environmental type structure application, various steel structures
The processing method connected between part also becomes the emphasis in designing and difficult point in practical applications, some buildings need to consider
The support of gable in the prior art, is often connected to H using single tie rod therefore, it is necessary to connect tie-rod on H profile steel column
On the web of steel column, but in some special occasions, need to use double tie-bar supports, and double tie-rods need to be connected to H-type
On the wing plate of steel column, but since the wing plate width of H profile steel column is inadequate, currently, there is no one kind can effectively solve the problem that it is double
The connecting node of tie-rod and H profile steel column wing plate.
Summary of the invention
In order to solve the problems in the existing technology, it is originally applicable in novel purpose and is to provide a kind of double tie-rods and H profile steel
The connecting node of column.
In order to realize above-mentioned purpose of utility model, originally it is applicable in novel using technical solution as described below:
A kind of connecting node of double tie-rods and H profile steel column, including H profile steel column, double tie-rods, stiffening plate and support plate, H profile steel
Column is made of left wing plate, right wing plate and the web being connected between left and right wing plate, and the right wing plate is by epipleural and downside
Board group at, be provided with stiffening plate between epipleural and lower side panel, the width of stiffening plate is greater than the width of right wing plate, stiffening plate with
The right side of web is fixedly connected, and reinforcing rib is provided on the left side of stiffening plate, and reinforcing rib is fixedly connected on H profile steel column
On web, two pieces of support plates, two pieces of support plate settings in a vertical shape, in two pieces of support plates are provided on the right side of stiffening plate
Right side in the middle part of be respectively fixedly connected with a fixed plate, be installed with tie-rod on the right side of each fixed plate.
Further, the upper and lower side of the stiffening plate respectively with upper and lower plate-side plate welding.
Further, otic placode is vertically connected in the fixed plate, otic placode is fixedly connected with support plate by high-strength bolt.
Further, the upper end between two pieces of support plates is connected with upper bearing diagonal.
Further, the lower end between two pieces of support plates is connected with lower bearing diagonal.
Due to the adoption of the above technical scheme, the utility model has following superiority:
It is greater than the stiffening plate of right wing plate by disconnecting the right wing plate of H profile steel column, and in gap weld width, thus
Two root system bars can be connected in stiffening plate, and the thickness of stiffening plate is bigger than right wing plate, improves bonding strength；In addition, logical
It crosses support plate and fixed plate and also further improves the bonding strength of tie-rod Yu H profile steel column, the connecting node tool of the utility model
There is the advantages of strong applicability, intensity are high, are connected firmly.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
In figure: 1, web；2, right wing plate；3, stiffening plate；4, support plate；5, upper bearing diagonal；6, fixed plate；7, tie-rod；8,
Lower bearing diagonal.
Specific embodiment
The technical solution of the utility model is described in further detail with reference to the accompanying drawings and embodiments.
As shown in Figure 1, a kind of connecting node of double tie-rods and H profile steel column, including H profile steel column, double tie-rods, stiffening plate and branch
Fagging, H profile steel column are made of left wing plate, right wing plate 2 and the web 1 being connected between left and right wing plate, and the right wing plate 2 is
It is made of epipleural and lower side panel, stiffening plate 3 is provided between epipleural and lower side panel, the width of stiffening plate 3 is greater than right flank
The width of plate 2, stiffening plate 3 are fixedly connected with the right side of web 1, and reinforcing rib is provided on the left side of stiffening plate 3, are reinforced
Muscle is fixedly connected on the web 1 of H profile steel column, and two pieces of support plates 4, two pieces of support plates 4 are provided on the right side of stiffening plate 3
Setting in a vertical shape has been respectively fixedly connected with a fixed plate 6 in the middle part of the right side of two pieces of support plates 4, each fixed plate 6
Tie-rod 7 is installed on right side.
The upper and lower side of the stiffening plate 3 respectively with upper and lower plate-side plate welding.
Otic placode is vertically connected in the fixed plate 6, otic placode is fixedly connected with support plate by high-strength bolt.
Upper end between two pieces of support plates 4 is connected with upper bearing diagonal 5, and the lower end between two pieces of support plates 4 is connected with
Lower bearing diagonal 8.
It is welded to improve reinforcing rib to the support strength of stiffening plate, the right side of reinforcing rib and the left side of stiffening plate,
The left side of reinforcing rib and the medial surface of left wing plate weld, and reinforcing rib is welded on web.
The connecting node of the utility model is in Specific construction, according to link position and the angle of two root system bars and H profile steel column
Degree, setting-out make height to determine the wide height for needing to cut away right wing plate, then weld stiffening plate at the place of cutting away of right wing plate,
The thickness of stiffening plate selects as needed；Then reinforcing rib, support plate, fixed plate and two root system bars are fixed.
Claims (5)
1. a kind of connecting node of double tie-rods and H profile steel column, including H profile steel column, double tie-rods, stiffening plate and support plate, H profile steel column
It is made of left wing plate, right wing plate and the web being connected between left and right wing plate, it is characterised in that: the right wing plate is by upper
Side plate and lower side panel composition, are provided with stiffening plate between epipleural and lower side panel, and the width of stiffening plate is greater than the width of right wing plate
Degree, stiffening plate are fixedly connected with the right side of web, reinforcing rib are provided on the left side of stiffening plate, reinforcing rib is fixedly connected
On the web of H profile steel column, it is provided with two pieces of support plates on the right side of stiffening plate, two pieces of support plate settings in a vertical shape,
It has been respectively fixedly connected with a fixed plate in the middle part of the right side of two pieces of support plates, has been installed on the right side of each fixed plate
Tie-rod.
2. the connecting node of double tie-rods and H profile steel column according to claim 1, it is characterised in that: the stiffening plate it is upper,
Downside respectively with upper and lower plate-side plate welding.
3. the connecting node of double tie-rods and H profile steel column according to claim 1, it is characterised in that: hang down in the fixed plate
Direct-connected to be connected to otic placode, otic placode is fixedly connected with support plate by high-strength bolt.
4. the connecting node of double tie-rods and H profile steel column according to claim 1, it is characterised in that: two pieces of support plates it
Between upper end be connected with bearing diagonal.
5. the connecting node of double tie-rods and H profile steel column according to claim 1 or 4, it is characterised in that: in two pieces of support plates
Between lower end be connected with bearing diagonal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820620702.3U CN208668633U (en) | 2018-04-27 | 2018-04-27 | A kind of connecting node of double tie-rods and H profile steel column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820620702.3U CN208668633U (en) | 2018-04-27 | 2018-04-27 | A kind of connecting node of double tie-rods and H profile steel column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208668633U true CN208668633U (en) | 2019-03-29 |
Family
ID=65821879
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820620702.3U Active CN208668633U (en) | 2018-04-27 | 2018-04-27 | A kind of connecting node of double tie-rods and H profile steel column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208668633U (en) |
-
2018
- 2018-04-27 CN CN201820620702.3U patent/CN208668633U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204781322U (en) | Steel core concrete column and outsourcing U -shaped steel -concrete composite beam connected node | |
| CN103132649A (en) | Steel box girder matched with cellular steel web plate | |
| CN203308068U (en) | Wall-attached builder's jack | |
| CN104912196A (en) | Connection joint of concrete filled steel tubular column and enclosed U-shaped steel concrete composite beam | |
| CN205444492U (en) | H type cantilever girder steel post geometric cross section mosaic structure | |
| CN104912197A (en) | Connecting node for steel pipe concrete post and outside U-shaped steel and concrete composite beam | |
| CN108104267A (en) | H profile steel column and I-beam flat push type dovetail assembling frame Joint design method | |
| CN211774638U (en) | Section steel concrete beam column fast-assembling node | |
| CN203684526U (en) | PBL stiffened rectangular steel tube concrete space truss | |
| CN205024832U (en) | With cross post non -orthogonal connected node | |
| CN208668633U (en) | A kind of connecting node of double tie-rods and H profile steel column | |
| CN109736430A (en) | One kind being suitable for the weak reinforced assembling type node of axis connection double flute steel of H profile steel | |
| CN108457374A (en) | A kind of box beam and column are linked and packed formula node preparation process and its node | |
| CN202706211U (en) | Assembly type nodal point of H-shaped steel beam with adjustable height in weak-axis direction and H-shaped steel column | |
| CN211816942U (en) | Simple and easy erection joint reinforced structure of building steel construction | |
| CN105220767A (en) | One and the non-orthogonal connected node of cross column and construction method | |
| CN207121993U (en) | The hinged joint that a kind of reinforced concrete frame structure bracing members are reinforced | |
| CN207749651U (en) | A kind of reinforcing construction of Truss Joint connection | |
| CN201436333U (en) | Steel plate shearing wall with seams stiffened on edges | |
| CN209989943U (en) | High-rise building's shaped steel structure rigid connection node | |
| CN103590377B (en) | The steel arch-gate of girder is made of antinode shaped steel | |
| CN204590258U (en) | A kind ofly be suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node | |
| CN202745209U (en) | Structure of beam and column connection joint | |
| CN208122294U (en) | Strenthening member device | |
| CN204980798U (en) | There is not staircase of support host computer base additional strengthening |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |