CN106988432A - A kind of stable type rod iron node - Google Patents
A kind of stable type rod iron node Download PDFInfo
- Publication number
- CN106988432A CN106988432A CN201710273916.8A CN201710273916A CN106988432A CN 106988432 A CN106988432 A CN 106988432A CN 201710273916 A CN201710273916 A CN 201710273916A CN 106988432 A CN106988432 A CN 106988432A
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- CN
- China
- Prior art keywords
- rod iron
- steel
- stable type
- upper plate
- annulus
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- 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.)
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Classifications
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- 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
- E04B2001/2406—Connection nodes
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of stable type rod iron node, including：H profile steel and rod iron, the H profile steel have multigroup, and mounting hole is provided between two H profile steels, and the rod iron is located in mounting hole.A kind of heretofore described stable type rod iron node, it allows three to be integrated in one, greatly improves the compactness of its connection by being provided with the mounting hole for installing rod iron between H profile steel post, so as to effectively improve the strength and stability of its connection.
Description
Technical field
The invention belongs to manufacture of steel structure field, more particularly to a kind of stable type rod iron node.
Background technology
With the fast development of social economy, all trades and professions are all constantly developing, and building trade is also in this way, building row
Sparetime university's majority is all concrete construction, concrete construction due to the property of its construction material, cause the cycle that it is entirely constructed compared with
It is long, and its requirement to weather it is higher, it is necessary to number of workers it is more, but for current society with fast rhythm's state, its
Obviously the demand of constructor and client can not really be met, this generation of steel building with regard to growth-promoting.
In the building of current steel construction, it is all to advise the welding passed the imperial examinations at the provincial level in using during welding, mostly, and it is
The basic demand being fixedly connected is disclosure satisfy that, and is all mostly to use rectangular configuration during welding, can thus be led
Building is caused by the limitation more than pig.
The content of the invention
Goal of the invention：In order to overcome the above not enough, it is an object of the invention to provide a kind of stable type rod iron node, its structure
Simply, it is reasonable in design, greatly improve the stability of rod iron and H profile steel connection.
Technical scheme：To achieve these goals, the invention provides a kind of stable type rod iron node, including：H profile steel and
Rod iron, the H profile steel has multigroup, and mounting hole is provided between two H profile steels, and the rod iron is located in mounting hole.It is heretofore described
A kind of stable type rod iron node, it allows three to combine in by being provided between H profile steel post for installing the mounting hole of rod iron
One, greatly improves the compactness of its connection, so as to effectively improve the strength and stability of its connection.
Heretofore described rod iron is square rod iron either cylindrical steel rods, expand be work demand, allow its energy
It is enough that rod iron is selected according to the demand of construction, expand the scope of its adaptation.
Main steel and the secondary steel for connection are provided with heretofore described H profile steel, the secondary steel is symmetrically set in main steel one end
Both sides, the rod iron is between two secondary steel.
Heretofore described main steel and secondary steel are constituted by upper plate, lower shoe and web, and the web is located at upper plate
Between lower roof plate, the upper plate is square, and greatly improves the support performance of main steel and secondary steel.
Main steel and the secondary steel for connection are provided with heretofore described H profile steel, the secondary steel is located at one end of main steel, institute
State rod iron to be located in secondary steel, secondary steel is located to one end of main steel, its structure is more simple, operated more convenient.
Heretofore described abdomen steel is made up of upper plate, lower shoe and web, and the web is located at upper plate and lower shoe
Between, the middle part of the upper plate and lower shoe is provided with annulus, and the diameter of the annulus is more than upper plate and lower roof plate both sides
Plate footpath, the setting of annulus allows it to realize breakthrough in shape, so that allow whole node all to realize the breakthrough in steel construction,
It is allowed to better meet the demand of construction, while also improving the stability of its connection.
Heretofore described rod iron is installed in the annulus of upper plate and lower shoe, and the diameter and annulus of the rod iron
Interior diameter matches, the setting of annulus, change rod iron can only be it is polygonal define, make the scope of construction bigger.
Heretofore described annulus inside edge is provided with flange, and the inner side of the flange is provided with texture, the setting energy of flange
It is enough that rod iron is played a very good protection, further improve the stability that secondary steel is connected with rod iron.
Above-mentioned technical proposal can be seen that the present invention and have the advantages that：
1st, heretofore described a kind of stable type rod iron node, it between H profile steel post by being provided with for installing rod iron
Mounting hole, allow three to be integrated in one, greatly improve its connection compactness so that effectively improve its connection intensity and
Stability.
2nd, heretofore described rod iron be square rod iron either cylindrical steel rods, expand be work demand, allow it
Rod iron can be selected according to the demand of construction, expand the scope of its adaptation.
3rd, heretofore described abdomen steel is made up of upper plate, lower shoe and web, and the web is located at upper plate and bottom
Between plate, the middle part of the upper plate and lower shoe is provided with annulus, and the diameter of the annulus is more than upper plate and lower roof plate both sides
Plate footpath, the setting of annulus allows it to realize breakthrough in shape, so that it is prominent in steel construction to allow whole node all to realize
It is broken, allow it to better meet the demand of construction, while also improving the stability of its connection.
Brief description of the drawings
Fig. 1 is the structural representation of square bar clavus point in the present invention；
Fig. 2 is the structural representation of circular steel clavus point in the present invention.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the present invention is furture elucidated.
Embodiment 1
A kind of stable type rod iron node as shown in Figure 1, including：H profile steel 1 and rod iron 2, the H profile steel 1 have multigroup, two H profile steels
Mounting hole 3 is provided between 1, the rod iron 2 is located in mounting hole 3.
Rod iron 2 described in the present embodiment is square rod iron.
Main steel 11 and the secondary steel 12 for connection are provided with H profile steel 1 described in the present embodiment, the secondary steel 12 is symmetrically set in
The both sides of main one end of steel 11, the rod iron 1 is between two secondary steel 12.
Main steel 11 described in the present embodiment and secondary steel 12 are constituted by upper plate, lower shoe and web, and the web is located at
Between upper plate and lower roof plate, the upper plate is square.
Embodiment 2
A kind of stable type rod iron node as shown in Figure 2, including：H profile steel 1 and rod iron 2, the H profile steel 1 have multigroup, two H profile steels
Mounting hole 3 is provided between 1, the rod iron 2 is located in mounting hole 3.
Rod iron 2 described in the present embodiment is either cylindrical steel rods.
Main steel 11 and the secondary steel 12 for connection are provided with H profile steel 1 described in the present embodiment, the secondary steel 12 is located at main steel
11 one end, the rod iron 1 is located in secondary steel 12.
Abdomen steel described in the present embodiment 12 is made up of upper plate, lower shoe and web, and the web is located at upper plate with
Between bottom plate, the middle part of the upper plate and lower shoe is provided with annulus 13, and the diameter of the annulus 13 is more than upper plate and lower top
The plate footpath of plate both sides.
Rod iron 1 described in the present embodiment is installed in the annulus of upper plate and lower shoe, and the diameter and circle of the rod iron 1
The interior diameter of ring matches.
The inside edge of annulus 13 described in the present embodiment is provided with flange, and the inner side of the flange is provided with texture.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvement can also be made, these improvement also should be regarded as the present invention's
Protection domain.
Claims (8)
1. a kind of stable type rod iron node, it is characterised in that：Including：H profile steel（1）And rod iron（2）, the H profile steel（1）Have many
Group, two H profile steels（1）Between be provided with mounting hole（3）, the rod iron（2）Located at mounting hole（3）In.
2. stable type rod iron node according to claim 1, it is characterised in that：The rod iron（2）For square rod iron or
It is cylindrical steel rods.
3. stable type rod iron node according to claim 1, it is characterised in that：The H profile steel（1）In be provided with main steel（11）
With the secondary steel for connection（12）, the secondary steel（12）It is symmetrically set in main steel（11）The both sides of one end, the rod iron（1）Located at two
Secondary steel（12）Between.
4. stable type rod iron node according to claim 3, it is characterised in that：The main steel（11）With secondary steel（12）By
Upper plate, lower shoe and web are constituted, and the web is located between upper plate and lower roof plate, and the upper plate is square.
5. stable type rod iron node according to claim 1, it is characterised in that：The H profile steel（1）In be provided with main steel
（11）With the secondary steel for connection（12）, the secondary steel（12）Located at main steel（11）One end, the rod iron（1）Located at secondary steel
（12）In.
6. stable type rod iron node according to claim 5, it is characterised in that：The abdomen steel（12）By upper plate, bottom
Plate and web are constituted, and the web is located between upper plate and lower shoe, and the middle part of the upper plate and lower shoe is provided with annulus
（13）, the annulus（13）Diameter be more than the plate footpaths of upper plate and lower roof plate both sides.
7. stable type rod iron node according to claim 6, it is characterised in that：The rod iron（1）Be installed on upper plate and
In the annulus of lower shoe, and the rod iron（1）Diameter and the interior diameter of annulus match.
8. stable type rod iron node according to claim 6, it is characterised in that：The annulus（13）Inside edge is provided with convex
Edge, the inner side of the flange is provided with texture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710273916.8A CN106988432A (en) | 2017-04-25 | 2017-04-25 | A kind of stable type rod iron node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710273916.8A CN106988432A (en) | 2017-04-25 | 2017-04-25 | A kind of stable type rod iron node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106988432A true CN106988432A (en) | 2017-07-28 |
Family
ID=59416902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710273916.8A Pending CN106988432A (en) | 2017-04-25 | 2017-04-25 | A kind of stable type rod iron node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106988432A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002201711A (en) * | 2000-12-28 | 2002-07-19 | Nkk Corp | Beam-column connection structure of steel-pipe column |
| JP3574824B1 (en) * | 2003-04-23 | 2004-10-06 | 関西ティー・エル・オー株式会社 | Reinforcement method of beam-column joint of existing building |
| CN103397703A (en) * | 2013-08-01 | 2013-11-20 | 江苏沪宁钢机股份有限公司 | Step type aluminum alloy node device and assembling method thereof |
| CN103469902A (en) * | 2013-09-27 | 2013-12-25 | 中北大学 | Full-rigidity steel pipe concrete column connecting node |
| CN203808251U (en) * | 2014-03-14 | 2014-09-03 | 武钢集团昆明钢铁股份有限公司 | Ring plate type round-steel tubular column-H-shaped steel girder joint structure convenient to mount |
| CN204728481U (en) * | 2015-06-02 | 2015-10-28 | 山东科技大学 | A kind of antiskid cylindrical steel pipe concrete column and steel beam connecting joint |
| CN205421540U (en) * | 2016-03-18 | 2016-08-03 | 宿迁学院 | Assembly type beam column node |
| CN206667496U (en) * | 2017-04-25 | 2017-11-24 | 江苏沪宁钢机股份有限公司 | A kind of high intensity stable type rod iron node |
-
2017
- 2017-04-25 CN CN201710273916.8A patent/CN106988432A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002201711A (en) * | 2000-12-28 | 2002-07-19 | Nkk Corp | Beam-column connection structure of steel-pipe column |
| JP3574824B1 (en) * | 2003-04-23 | 2004-10-06 | 関西ティー・エル・オー株式会社 | Reinforcement method of beam-column joint of existing building |
| CN103397703A (en) * | 2013-08-01 | 2013-11-20 | 江苏沪宁钢机股份有限公司 | Step type aluminum alloy node device and assembling method thereof |
| CN103469902A (en) * | 2013-09-27 | 2013-12-25 | 中北大学 | Full-rigidity steel pipe concrete column connecting node |
| CN203808251U (en) * | 2014-03-14 | 2014-09-03 | 武钢集团昆明钢铁股份有限公司 | Ring plate type round-steel tubular column-H-shaped steel girder joint structure convenient to mount |
| CN204728481U (en) * | 2015-06-02 | 2015-10-28 | 山东科技大学 | A kind of antiskid cylindrical steel pipe concrete column and steel beam connecting joint |
| CN205421540U (en) * | 2016-03-18 | 2016-08-03 | 宿迁学院 | Assembly type beam column node |
| CN206667496U (en) * | 2017-04-25 | 2017-11-24 | 江苏沪宁钢机股份有限公司 | A kind of high intensity stable type rod iron node |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Applicant after: JiangSu HuNing Steel Structure & Machinery Co.,Ltd. Address before: 214200 Zhang Zhu Zhen Bai Jia Cun, Yixing City, Wuxi City, Jiangsu Province Applicant before: JiangSu HuNing Steel Structure & Machinery Co.,Ltd. |
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| CB02 | Change of applicant information | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170728 |
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| RJ01 | Rejection of invention patent application after publication |