CN205502223U - Play post steel member structure on roof beam - Google Patents
Play post steel member structure on roof beam Download PDFInfo
- Publication number
- CN205502223U CN205502223U CN201620277777.7U CN201620277777U CN205502223U CN 205502223 U CN205502223 U CN 205502223U CN 201620277777 U CN201620277777 U CN 201620277777U CN 205502223 U CN205502223 U CN 205502223U
- Authority
- CN
- China
- Prior art keywords
- pipe column
- steel
- steel pipe
- plate
- column
- 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 a play post steel member structure on roof beam, include lower node board, steel -pipe column, web, go up the connection plate, the steel -pipe column sets up on the lower node board, on web perpendicular to horizontal plane is fixed in the lower node board, and on one side of web is fixed in the lateral wall of steel -pipe column, goes up and set up a through -hole on the connection plate, through the through -hole suit in the steel -pipe column after -fixing on the web. Inside two sets of annular stiffening ribs and the many vertical stiffening ribs of setting up of steel -pipe column. The outer wall of steel -pipe column is still fixed and is set up many vertical stiffening ribs, and vertical stiffening rib evenly sets up on the outer wall of steel -pipe column. Upward evenly set up a plurality of shear bolt nail on connection plate, upper limb listrium and the batten plate. Upward the top vertical level face of connection plate is fixed and is set up a plurality of column base stiffening ribs, and the column base stiffening rib evenly sets up along the outer wall of steel -pipe column. Whole simple structure, the practicality is strong, is fit for multiple building occasion.
Description
Technical field
This utility model relates to steel construction, particularly relates to play post steel beam column structure on a kind of beam.
Background technology
For some reason, the bottom of building does not has pillar, need again to arrange pillar after a certain layer, so pillar can only be taken root post from the beam of next layer, national standard atlas " concrete structure construction plan integral drawing method cartographic convention and the detail of construction " (11G101-1), this pillar is referred to as " beam upper prop ", and code name is LZ.The beam (Vierendeel girder or non-framework beam) of backbar upper prop, commonly referred to as " torr post beam ".
Steel construction is the structure being mainly made up of steel material, is one of main building construction types.The components such as girder steel that structure is mainly made up of shaped steel and steel plate etc., steel column, steel truss form, and generally use weld seam, bolt or rivet interlacement between each component or parts.Because its deadweight is relatively light, and easy construction, it is widely used in the fields such as large-sized workshop, venue, Super High.
The feature of steel be intensity high, from heavy and light, integral rigidity is good, deformability is strong, therefore it is particularly suitable to be used for building large span and superelevation, extra-duty building；Material homogeneity and isotropism are good, belong to perfect elastic body, best suit the basic assumption of common engineering mechanics；Material plasticity, good toughness, can have moderate finite deformation, can bear dynamic load well；Construction period is short；Its industrialization degree is high, can carry out the Virtual production that mechanization degree is high.Steel construction should study high strength steel, is greatly improved its yield point strength；The shaped steel of new varieties to be rolled, such as H profile steel (also known as wide width wing edge shaped steel) and T steel and profiled sheet etc. are to adapt to the needs of longspan structure and high-rise building.
How to realize the durable firm of steel construction and become the technical problem that those skilled in the art constantly pursue.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, it is provided that plays post steel beam column structure, simple in construction on a kind of beam, and consolidates safe and reliable.
In order to achieve the above object, the technical solution adopted in the utility model is:
Post steel beam column structure is played, including lower node plate, steel pipe column, web, upper gusset plate on a kind of beam；Steel pipe column is arranged on lower node plate, and web is perpendicular to horizontal plane and is fixed on lower node plate, and the side of web is fixed on the sidewall of steel pipe column, and upper gusset plate arranges a through hole, is fixed on web after being set in steel pipe column by through hole.
As preferred embodiment of the present utility model, two groups of annular ribbed stiffeners and many vertical ribbed stiffeners are set inside steel pipe column described in the utility model, vertical ribbed stiffener is uniformly arranged on the inwall of steel pipe column, and lower vertical is fixed on lower node plate in horizontal plane, one group of annular ribbed stiffener is arranged at many vertical ribbed stiffener tops, and another group is fixed on the middle part of many vertical ribbed stiffeners.
As preferred embodiment of the present utility model, the outer wall of steel pipe column described in the utility model is also fixedly installed many vertical ribbed stiffeners, and vertical ribbed stiffener is uniformly arranged on the outer wall of steel pipe column.
As preferred embodiment of the present utility model, the both sides of lower node plate described in the utility model are the most each arranges two bottom wing listriums, and laterally also setting up of two bottom wing listriums is fixedly installed a batten plate.
As preferred embodiment of the present utility model, the both sides of upper gusset plate described in the utility model are the most each arranges two top flange plates, and laterally also setting up of two top flange plates is fixedly installed a batten plate.
As preferred embodiment of the present utility model, upper gusset plate described in the utility model, top flange plate and batten plate are uniformly arranged multiple shear stud.
As preferred embodiment of the present utility model, the upper vertical horizontal plane of upper gusset plate described in the utility model is fixedly installed multiple suspension column ribbed stiffener, and suspension column ribbed stiffener is uniformly arranged along the outer wall of steel pipe column.
Compared with prior art, the beneficial effects of the utility model are: by arranging two groups of annular ribbed stiffeners within lower node plate, steel pipe column, web, upper gusset plate, steel pipe column and many vertical ribbed stiffeners, many vertical ribbed stiffeners of steel pipe column outer wall, make total more firm；By arranging shear stud, strengthen shear behavior；Total is simple, practical, is suitable for multiple building occasion.
Accompanying drawing explanation
Fig. 1 is lower node plate structure schematic diagram of the present utility model；
Fig. 2 is steel pipe column interior wall construction schematic diagram of the present utility model；
Fig. 3 is erection of steel pipe column structural representation of the present utility model；
Fig. 4 is web of the present utility model and vertical stiffening rib structure schematic diagram；
Fig. 5 is upper gusset plate structural representation of the present utility model；
Fig. 6 is overall structure schematic diagram of the present utility model.
Detailed description of the invention
It is described in detail referring to the drawings below in conjunction with embodiment, in order to technical characteristic of the present utility model and advantage are interpretated more in-depth.
Structural representation of the present utility model as shown in figures 1 to 6, a kind of beam plays post steel beam column structure, including lower node plate 1, steel pipe column 4, web 6, upper gusset plate 7；Steel pipe column 4 is arranged on lower node plate 1, and web 6 is perpendicular to horizontal plane and is fixed on lower node plate 1, and the side of web 6 is fixed on the sidewall of steel pipe column 4, upper gusset plate 7 arranges a through hole, is fixed on web 6 after being set in steel pipe column 4 by through hole.It is fixedly connected by welding between lower node plate 1, steel pipe column 4, web 6, upper gusset plate 7 lattice structure, naturally it is also possible to connected by other assembling modes, the mode such as the most threaded, clamping.Through hole on upper gusset plate 7 just can accommodate steel pipe column 4 and run through suit.It addition, the height of web 6 less than the height of steel pipe column 4, such as can be the half of steel pipe column 4 or four/third, with specific reference to needs setting.
As shown in Figure 2, steel pipe column 4 described in the utility model is internal arranges two groups of annular ribbed stiffeners 2 and many vertical ribbed stiffeners 3, vertical ribbed stiffener 3 is uniformly arranged on the inwall of steel pipe column 4, and lower vertical is fixed on lower node plate 1 in horizontal plane, one group of annular ribbed stiffener 2 is arranged at many vertical ribbed stiffener 3 tops, and another group is fixed on the middle part of many vertical ribbed stiffeners 3.Such as, eight vertical ribbed stiffeners 3 can be set as required, be uniformly distributed on the inwall of steel pipe column 4, and be fixed by annular ribbed stiffener 2 between eight vertical ribbed stiffeners 3.
As shown in Figure 4, the outer wall of steel pipe column 4 described in the utility model is also fixedly installed many vertical ribbed stiffeners 5, and vertical ribbed stiffener 5 is uniformly arranged on the outer wall of steel pipe column 4.Such as, eight vertical ribbed stiffeners 3 can be set as required, be uniformly distributed on the outer wall of steel pipe column 4, and top is fixed by upper gusset plate 7.
As it is shown in figure 1, the both sides of lower node plate 1 described in the utility model are the most each arranges two bottom wing listriums 11, laterally also setting up of two bottom wing listriums 11 is fixedly installed a batten plate 12, can preferably increase the stability of total.As it is shown in figure 5, the both sides of upper gusset plate 7 described in the utility model are the most each arranges two top flange plates 71, laterally also setting up of two top flange plates 71 is fixedly installed a batten plate 72, can preferably increase the stability of total.
As shown in Figure 6, upper gusset plate 7 described in the utility model, top flange plate 71 and batten plate 72 are uniformly arranged multiple shear stud 9, strengthen shear behavior.The upper vertical horizontal plane of upper gusset plate 7 described in the utility model is fixedly installed multiple suspension column ribbed stiffener 8, and suspension column ribbed stiffener 8 is uniformly arranged along the outer wall of steel pipe column 4, and concrete number is arranged as required to.
Package assembly of the present utility model as shown in figures 1 to 6, install by order: first installs bottom wing listrium 11 and batten plate 12 on lower node plate 1；Annular stiffener 2 is installed with along eight vertical stiffener 3 combinations of steel pipe column inwall, vertical ribbed stiffener 3 is uniformly arranged on the inwall of steel pipe column 4, and lower vertical is fixed on lower node plate 1 in horizontal plane, one group of annular ribbed stiffener 2 is arranged at many vertical ribbed stiffener 3 tops, and another group is fixed on the middle part of many vertical ribbed stiffeners 3.Such as, eight vertical ribbed stiffeners 3 can be set as required, be uniformly distributed on the inwall of steel pipe column 4, and be fixed by annular ribbed stiffener 2 between eight vertical ribbed stiffeners 3；The annular stiffener 2 fixed and suit steel pipe column 4 outside eight vertical stiffeners 3 of steel pipe column inwall, total is welded on lower node plate 1；It is uniformly arranged 4 blocks of webs and 8 pieces of vertical ribbed stiffeners 5 at steel pipe column 4 outer wall；The both sides of upper gusset plate 7 are the most each arranges two top flange plates 71, and the laterally disposed of two top flange plates 71 is fixedly installed a batten plate 72；Upper gusset plate 1 is fixed on 4 blocks of webs and 8 pieces of vertical ribbed stiffeners 5 through steel pipe column 4；Arranging shear stud 9 on upper gusset plate 7, the upper vertical horizontal plane of upper gusset plate 7 is fixedly installed multiple suspension column ribbed stiffener 8, completes to install.
By the technical scheme in above example, this utility model is carried out clear, complete description, it is clear that described embodiment is the embodiment of this utility model part rather than whole embodiments.Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into the scope of this utility model protection.
Claims (7)
1. play post steel beam column structure on a beam, it is characterised in that: include lower node plate (1), steel pipe column (4), web (6), upper gusset plate (7)；Steel pipe column (4) is arranged on lower node plate (1), web (6) is perpendicular to horizontal plane and is fixed on lower node plate (1), and the side of web (6) is fixed on the sidewall of steel pipe column (4), upper gusset plate arranges a through hole on (7), is fixed on web (6) after being set in steel pipe column (4) by through hole.
Post steel beam column structure is played on beam the most according to claim 1, it is characterized in that: described steel pipe column (4) is internal arranges two groups of annular ribbed stiffeners (2) and many vertical ribbed stiffeners (3), vertical ribbed stiffener (3) is uniformly arranged on the inwall of steel pipe column (4), and lower vertical is fixed on lower node plate (1) in horizontal plane, one group of annular ribbed stiffener (2) is arranged at many vertical ribbed stiffener (3) tops, and another group is fixed on the middle part of many vertical ribbed stiffeners (3).
Post steel beam column structure is played on beam the most according to claim 2, it is characterised in that: the outer wall of described steel pipe column (4) is also fixedly installed many vertical ribbed stiffeners (5), and vertical ribbed stiffener (5) is uniformly arranged on the outer wall of steel pipe column (4).
Post steel beam column structure is played on beam the most according to claim 3, it is characterised in that: the both sides of described lower node plate (1) are the most each arranges two bottom wing listriums (11), and laterally also setting up of two bottom wing listriums (11) is fixedly installed a batten plate (12).
Post steel beam column structure is played on beam the most according to claim 4, it is characterised in that: the both sides of described upper gusset plate (7) are the most each arranges two top flange plates (71), and laterally also setting up of two top flange plates (71) is fixedly installed a batten plate (72).
Post steel beam column structure is played on beam the most according to claim 5, it is characterised in that: it is uniformly arranged multiple shear stud (9) on described upper gusset plate (7), top flange plate (71) and batten plate (72).
7. according to playing post steel beam column structure on the beam according to any one of claim 1-6, it is characterized in that: the upper vertical horizontal plane of described upper gusset plate (7) is fixedly installed multiple suspension column ribbed stiffener (8), suspension column ribbed stiffener (8) is uniformly arranged along the outer wall of steel pipe column (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620277777.7U CN205502223U (en) | 2016-04-06 | 2016-04-06 | Play post steel member structure on roof beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620277777.7U CN205502223U (en) | 2016-04-06 | 2016-04-06 | Play post steel member structure on roof beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205502223U true CN205502223U (en) | 2016-08-24 |
Family
ID=56736014
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620277777.7U Active CN205502223U (en) | 2016-04-06 | 2016-04-06 | Play post steel member structure on roof beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205502223U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060099A (en) * | 2017-03-30 | 2017-08-18 | 广西宏宇钢结构有限公司 | Prefabricated house |
| CN110107006A (en) * | 2019-05-05 | 2019-08-09 | 湘潭大学 | A kind of large span composite structure superstructure |
| CN115095020A (en) * | 2022-07-29 | 2022-09-23 | 中铁第四勘察设计院集团有限公司 | Column-beam joint structure and construction method thereof |
-
2016
- 2016-04-06 CN CN201620277777.7U patent/CN205502223U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060099A (en) * | 2017-03-30 | 2017-08-18 | 广西宏宇钢结构有限公司 | Prefabricated house |
| CN107060099B (en) * | 2017-03-30 | 2019-05-10 | 广西宏宇钢结构有限公司 | Prefabricated house |
| CN110107006A (en) * | 2019-05-05 | 2019-08-09 | 湘潭大学 | A kind of large span composite structure superstructure |
| CN115095020A (en) * | 2022-07-29 | 2022-09-23 | 中铁第四勘察设计院集团有限公司 | Column-beam joint structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20210214939A1 (en) | Large-angle sloping roof steel structure and construction method thereof | |
| CN205502223U (en) | Play post steel member structure on roof beam | |
| CN205935200U (en) | Steel structural framework XI type supports structure | |
| CN102251602A (en) | Anti-seismic damper of shearing type opening soft steel building structure | |
| CN110863680A (en) | Steel construction factory building and roof structure thereof | |
| CN201826395U (en) | Overhang end plate beam column connected node structure | |
| CN202509667U (en) | Combined steel bar truss floor bearing plate | |
| CN206015917U (en) | A kind of outside reinforcement box column H profile steel beam connecting node | |
| CN211285977U (en) | Tapered weakening beam column joint for high-strength steel beam flange | |
| CN210658691U (en) | Support-free assembled steel structure | |
| CN202706508U (en) | Overhanging strength bearing steel beam construction member of scaffold | |
| CN203795459U (en) | Foundation structure of tower crane for high-altitude roofs | |
| CN210032128U (en) | Dry construction connecting structure of corner post and beam for fabricated frame structure building | |
| CN204386034U (en) | Casing cross column | |
| CN208293762U (en) | A kind of connection structure in steel building | |
| CN110777936A (en) | Connecting structure and mounting method of box steel column and unequal-height I-shaped steel beam | |
| CN205153121U (en) | Buckling restrained brace and concrete beam column angle steel anchor connected node | |
| CN211873486U (en) | Steel construction for four slope roofing | |
| CN211690769U (en) | Steel structure supporting node component | |
| CN212689234U (en) | Steel structure support for industrial factory building | |
| CN210459529U (en) | Bamboo-wood building beam column CFRP steel node | |
| CN207538439U (en) | A kind of stable type operating platform | |
| CN210086476U (en) | Assembled steel frame structure support node and connecting device thereof | |
| CN211143311U (en) | Bolted steel structure building frame structure formed by combined steel beam columns | |
| CN206846097U (en) | A kind of Men Gangyu frameworks separately-loaded pipeline support structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |