CN209412980U - A kind of beam column of steel structure - Google Patents

A kind of beam column of steel structure Download PDF

Info

Publication number
CN209412980U
CN209412980U CN201821972922.9U CN201821972922U CN209412980U CN 209412980 U CN209412980 U CN 209412980U CN 201821972922 U CN201821972922 U CN 201821972922U CN 209412980 U CN209412980 U CN 209412980U
Authority
CN
China
Prior art keywords
steel
column
panel
girder
bottom plate
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
Application number
CN201821972922.9U
Other languages
Chinese (zh)
Inventor
潘付祥
刁俊明
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shenzhen Zhonggu Construction Group Co ltd
Original Assignee
深圳市中固建筑加固技术有限公司
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 深圳市中固建筑加固技术有限公司 filed Critical 深圳市中固建筑加固技术有限公司
Priority to CN201821972922.9U priority Critical patent/CN209412980U/en
Application granted granted Critical
Publication of CN209412980U publication Critical patent/CN209412980U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model relates to a kind of beam column of steel structure, including steel column and the girder steel being connected on steel column, the girder steel includes the panel and bottom plate being parallel to each other, the intermediate plate perpendicular to panel is equipped between the panel and bottom plate, the steel column is equipped with the angle steel connecting with girder steel, the angle steel is equipped with two groups, two groups of angle steel are abutted with panel and bottom plate respectively, the angle steel both ends of the surface are respectively equipped with the fastener being fixedly connected with girder steel and steel column, the end face that the angle steel is abutted with panel, the end face that angle steel is abutted with bottom plate is symmetrically arranged with convex block, the convex block and angle steel form a groove, the groove and panel, bottom plate snap-fit.The utility model has stronger stability.

Description

A kind of beam column of steel structure
Technical field
The utility model relates to the technical fields of building, more particularly, to a kind of beam column of steel structure.
Background technique
With a large amount of aggregations and rapid development of economy of modern city population, steel construction has self weight due to its own Gently, many advantages, such as intensity high building can be big, easy for construction using space, to obtained in structural steelwork the most extensively Application.Bean column node is connected to the key position of steel construction, and Liang Yuzhu is linked to be entirety, can effectively transmit gravity, wind External loads, the switching performances of bean column node such as load will have a direct impact on global behavior of the frame structure under load action, close Reason is designed to an important link of steel-frame structure design, is connected by the way of welding between usual girder steel and steel column It connects.
Prior art among the above has the following deficiencies: the girder steel and steel column by welded connecting, ductility is poor, Residual stress is big, keeps overall stability poor.
Utility model content
The purpose of the utility model is to provide a kind of beam column of steel structure, solve the problems, such as that stability is poor.
The above-mentioned purpose of utility model of the utility model has the technical scheme that
A kind of beam column of steel structure, including steel column and the girder steel being connected on steel column, the girder steel includes the face being parallel to each other Plate and bottom plate, are equipped with the intermediate plate perpendicular to panel between the panel and bottom plate, the steel column is equipped with the angle connecting with girder steel Steel, the angle steel be equipped with two groups, two groups of angle steel are abutted with panel and bottom plate respectively, the angle steel both ends of the surface be respectively equipped with and The fastener that girder steel is fixedly connected with steel column, the end face that end face that the angle steel is abutted with panel, angle steel are abutted with bottom plate are right Claim to be equipped with convex block, the convex block and angle steel form a groove, the groove and panel, bottom plate snap-fit.
By using above-mentioned technical proposal, steel column and girder steel are fixed by angle steel, i.e. the tie point of steel column and girder steel does not have Change, reduces the residual stress generated due to welding, make integrally-built stability more preferably.Equipped with two groups of angle steel, two groups of angle steel It is abutted respectively with panel and bottom plate, increases contact area, make to be more uniformly stressed, the better effect of support, the stabilization of the structure Property is stronger.Angle steel both ends are connect with girder steel and steel column respectively by fastener, make to connect more to fasten.Angle steel is abutted with panel End face, the end face that is abutted with bottom plate of angle steel be symmetrically arranged with convex block, limit the link position of steel column and girder steel, make installation process Relatively simple, convex block and angle steel form a groove, and groove and panel, bottom plate snap-fit, reduce girder steel during the installation process It moves, improves the stability for arranging structure.
The utility model is further arranged to: the direction on the convex block close to intermediate plate is equipped with limited block, the limit For position block perpendicular to convex block, the limited block is close two-by-two.
By using above-mentioned technical proposal, limited block is set on convex block, which abuts with panel, bottom plate, limits The link position of steel column and girder steel can make the clamping effect of groove and panel, bottom plate more preferable, facilitate installation.
The utility model is further arranged to: the side wall of the steel column is equipped with connecting plate, and the connecting plate is equipped with in Between the bolt that is fixedly connected of plate.
By using above-mentioned technical proposal, the side wall of steel column is equipped with connecting plate, and connecting plate can limit the company of girder steel and steel column Position is connect, connecting plate is connect with intermediate plate, can increase girder steel and steel column contact area, keeps the connection of girder steel and steel column more steady Gu making integrally-built support effect more preferably.Connecting plate is bolted with intermediate plate, and the connection type of bolt is more simple It is single, facilitate installation.
The utility model is further arranged to: the connecting plate is symmetrically arranged with two groups.
By using above-mentioned technical proposal, intermediate plate is clipped between two groups of connecting plates, i.e., two groups of connecting plates define girder steel Position, facilitate installation, and the contact area of girder steel and steel column can be increased, improve girder steel and steel column connective stability.
The utility model is further arranged to: the first cushion is fixed between two groups of connecting plates, described first is slow Punching pad is abutted with the side wall of steel column.
By using above-mentioned technical proposal, by the way that the first cushion, i.e. the first cushion are arranged between two groups of connecting plates It is abutted with the intermediate plate of girder steel, during the installation process, reduces the friction of the intermediate plate and steel column of girder steel, protect girder steel and steel column.
The utility model is further arranged to: the second cushion is equipped between the angle steel and girder steel.
By using above-mentioned technical proposal, angle steel and girder steel are all steel member, and it is slow that second is added between angle steel and girder steel Punching pad, reduces the friction of angle steel and girder steel, protects girder steel and steel column.
The utility model is further arranged to: first cushion and the second cushion are rubber pad.
By using above-mentioned technical proposal, rubber itself has elasticity, and buffering can be played between the connection of steel member Effect, and rubber has preferable heat-resisting and anti-corrosive properties, is influenced small by environmental factor, is suitable for use in building.
In conclusion the advantageous effects of the utility model are as follows: pass through Bolted angle connection, steel column between girder steel and steel column Do not change with the tie point of girder steel, reduces the residual stress generated due to welding, make integrally-built stability more preferably, and angle Steel is equipped with convex block, can limit the link position of angle steel Yu girder steel and steel column.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the cross-sectional view of the utility model.
In figure, 1, steel column;2, angle steel;21, fastener;22, convex block;221, limited block;23, the first cushion;3, girder steel; 31, panel;32, intermediate plate;33, bottom plate;4, connecting plate;41, the second cushion;5, groove.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
It referring to Fig.1, is a kind of beam column of steel structure disclosed by the utility model, including steel column 1 and the steel being connected on steel column 1 Beam 3, girder steel 3 include the panel 31 and bottom plate 33 being parallel to each other, and intermediate plate 32, intermediate plate are fixed between panel 31 and bottom plate 33 32 is vertical with panel 31, bottom plate 33.Steel column 1 is connect with girder steel 3 by angle steel 2, i.e. the tie point of steel column 1 and girder steel 3 does not have Change, reduces the residual stress generated due to welding, make integrally-built stability more preferably.Angle steel 2 shares two groups, one group of angle Steel 2 connects girder steel 3 and panel 31, and one group of angle steel 2 connects girder steel 3 and bottom plate 33, increases contact area, make to be more uniformly stressed, The stability of the better effect of support, the structure is stronger.The both ends of the surface of angle steel 2 are respectively equipped with to be fixedly connected with girder steel 3, steel column 1 Fastener 21, by fastener 21 make connection more fasten.
The end face that angle steel 2 is abutted with panel 31 is fixed with downwards symmetrical convex block 22, the end face that angle steel 2 is abutted with bottom plate 33 Be fixed with symmetrical convex block 22 upwards, limit the link position of steel column 1 and girder steel 3, keep installation process relatively simple, convex block 22 with Angle steel 2 surrounds a groove 5, and groove 5 can surround the end of the end of panel 31, bottom plate 33, i.e. groove 5 and panel 31, bottom plate 33 snap-fits, during installation, girder steel 3 is along the direction of groove 5 toward steel column 1 close to reduction girder steel 3 is during the installation process It moves, improves the stability for arranging structure.Limited block 221 is vertically connected at the end of convex block 22, and limited block 221 is two-by-two Close to each other, which abuts with panel 31, bottom plate 33, limits the link position of steel column 1 and girder steel 3, can make groove 5 It is more preferable with the clamping effect of panel 31, bottom plate 33, facilitate installation.
Connecting plate 4 is perpendicularly fixed at the side wall of steel column 1, and connecting plate 4 is equipped with two groups of horizontal symmetrical, two groups of 4 energy of connecting plate The link position of girder steel 3 and steel column 1 is limited, connecting plate 4 is connect with intermediate plate 32, can increase girder steel 3 and 1 contact surface of steel column Product, keeps girder steel 3 and the connection of steel column 1 more firm, makes integrally-built support effect more preferably.Connecting plate 4 passes through with intermediate plate 32 Bolt is fixedly connected, and the connection type of bolt is relatively simple, facilitates installation, improves working efficiency.
First cushion 23 is fixed between two groups of connecting plates 4, and 23 1 end face of the first cushion and the side wall of steel column 1 support It connects, other end is abutted with intermediate plate 32, during the installation process, reduces the friction of the intermediate plate 32 and steel column 1 of girder steel 3, protection Girder steel 3 and steel column 1.Second cushion 41 is between angle steel 2 and girder steel 3, since angle steel 2 and girder steel 3 are all steel member, at angle The second cushion 41 is added between steel 2 and girder steel 3, reduces the friction of angle steel 2 and girder steel 3, protects girder steel 3 and steel column 1.First is slow Rushing pad 23 and the second cushion 41 is rubber pad, and rubber itself has elasticity, and buffering can be played between the connection of steel member Effect, and rubber has preferable heat-resisting and anti-corrosive properties, is influenced by environmental factor small, is suitable for use in building.
The implementation principle of the present embodiment are as follows: a kind of beam column of steel structure, including steel column 1 and the girder steel 3 that is connected on steel column 1, Girder steel 3 and steel column 1 are fixed by angle steel 2, i.e. the tie point of steel column 1 and girder steel 3 does not change, and reduce due to welding the residual of generation Residue stress makes integrally-built stability more preferably.Girder steel 3 includes the panel 31 and bottom plate 33 being parallel to each other, panel 31 and bottom plate It is equipped with the intermediate plate 32 perpendicular to panel 31 between 33, is first mounted on two groups of angle steel 2 on steel column 1 by fastener 21, two groups Angle steel 2 increases contact area, makes to be more uniformly stressed, the better effect of support.2 one end surface symmetric of angle steel is equipped with convex block 22, convex Block 22 and angle steel 2 form a groove 5, are vertically equipped with limited block 221 on convex block 22, limit the link position of steel column 1 and girder steel 3, It reduces girder steel 3 to move during the installation process, improves the stability for arranging structure.It is vertically and fixedly provided with pair in the side wall of steel column 1 The two groups of connecting plates 4 claimed, connecting plate 4 can limit the link position of girder steel 3 Yu steel column 1, and can increase girder steel 3 and contact with steel column 1 Area keeps girder steel 3 and the connection of steel column 1 more firm, and the first cushion 23, angle steel 2 and girder steel are fixed between two groups of connecting plates 4 It is equipped with the second cushion 41 between 3, there is buffering effect, reduces the friction between steel member.First cushion 23 and second is slow Rushing pad 41 is rubber pad, and rubber is affected by environment smaller.Girder steel 3 is sliding along the position between groove 5 and two groups of connecting plates 4 It is dynamic, abut girder steel 3 with steel column 1, it is fixed finally by fastener 21, facilitate installation.
The embodiment of present embodiment is the preferred embodiment of the utility model, and not limitation is originally practical new according to this The protection scope of type, therefore: the equivalence changes that all structures, shape, principle according to the utility model are done should all be covered by practical Within novel protection scope.

Claims (7)

1. a kind of beam column of steel structure, including steel column (1) and the girder steel (3) being connected on steel column (1), it is characterised in that: the steel Beam (3) includes the panel (31) and bottom plate (33) being parallel to each other, and is equipped between the panel (31) and bottom plate (33) perpendicular to panel (31) intermediate plate (32), the steel column (1) are equipped with the angle steel (2) connecting with girder steel (3), and the angle steel (2) is equipped with two groups, Two groups of angle steel (2) abut with panel (31) and bottom plate (33) respectively, and angle steel (2) both ends of the surface are respectively equipped with and girder steel (3) fastener (21) being fixedly connected with steel column (1), end face, angle steel (2) and the bottom that the angle steel (2) abuts with panel (31) The end face that plate (33) abuts is symmetrically arranged with convex block (22), and the convex block (22) and angle steel (2) form a groove (5), described recessed Slot (5) and panel (31), bottom plate (33) snap-fit.
2. a kind of beam column of steel structure according to claim 1, it is characterised in that: close to intermediate plate on the convex block (22) (32) direction is equipped with limited block (221), and the limited block (221) is perpendicular to convex block (22), and the limited block (221) is two-by-two It is close.
3. a kind of beam column of steel structure according to claim 1, it is characterised in that: the side wall of the steel column (1) is equipped with connection Plate (4), the connecting plate (4) are equipped with the bolt being fixedly connected with intermediate plate (32).
4. a kind of beam column of steel structure according to claim 3, it is characterised in that: the connecting plate (4) is symmetrically arranged with two groups.
5. a kind of beam column of steel structure according to claim 4, it is characterised in that: fixed between two groups of connecting plates (4) Have the first cushion (23), first cushion (23) abuts with the side wall of steel column (1).
6. a kind of beam column of steel structure according to claim 5, it is characterised in that: be equipped between the angle steel (2) and girder steel (3) Second cushion (41).
7. a kind of beam column of steel structure according to claim 6, it is characterised in that: first cushion (23) and second is delayed Punching pad (41) is rubber pad.
CN201821972922.9U 2018-11-28 2018-11-28 A kind of beam column of steel structure Active CN209412980U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821972922.9U CN209412980U (en) 2018-11-28 2018-11-28 A kind of beam column of steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821972922.9U CN209412980U (en) 2018-11-28 2018-11-28 A kind of beam column of steel structure

Publications (1)

Publication Number Publication Date
CN209412980U true CN209412980U (en) 2019-09-20

Family

ID=67935537

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821972922.9U Active CN209412980U (en) 2018-11-28 2018-11-28 A kind of beam column of steel structure

Country Status (1)

Country Link
CN (1) CN209412980U (en)

Similar Documents

Publication Publication Date Title
CN202544161U (en) Shearing and bending combined phased yielding mild steel damper
CN201078035Y (en) Adjustable metal composite type low yield point antivibrator
CN204252285U (en) Assembling energy-dissipating type bean column node
CN202658518U (en) Friction double-curved-surface support
CN207776545U (en) A kind of high-strength steel controller perturbation ductility construction
CN104562920A (en) Disc spring and dynamic damper combined damping and energy dissipation device for transverse direction of bridge
CN210797253U (en) Public road bridge roof beam shock-absorbing support based on bridge security performance
CN103966943A (en) Structural system for controlling transverse response of cable-stayed bridge main beam, auxiliary pier and transition pier
CN202519577U (en) Bridge cable earthquake-reducing limiter
CN211873324U (en) Steel anti-seismic structure
CN205804156U (en) A kind of two-way vibration absorption and isolation support being applicable to cable-stayed bridge, suspension bridge
CN105986628A (en) Buckling prevention supporting boom truss
CN209412980U (en) A kind of beam column of steel structure
CN202559528U (en) Novel strong aseismatic steel structure
CN204509982U (en) A kind of steel damper ball type support base
CN202969624U (en) Slotted cutting type building structure soft steel damper
CN102787650B (en) Support with denitration steel structure
CN111021572A (en) Metal damping type energy consumption K-bracing module type anti-side unit
CN207727418U (en) A kind of bridge girder anti-seismic bearing
CN208202202U (en) A kind of semi-girder truss main diagonal of band bending surrender Wasted-energy steel plate
CN209429271U (en) A kind of steel structure supporting column
CN105178471A (en) Self-reset viscous-elastic damping wall
CN205804157U (en) A kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts shock insulation supporting system
CN204435202U (en) The damping energy-dissipating device that a kind of bridge direction across bridge disk spring and dynamic damping combine
CN208309829U (en) A kind of steel structure connecting member in building

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: 518000 zhuoyuhui b1810, excellence Meilin Central Plaza (South District), No. 126, Zhongkang Road, Meidu community, Meilin street, Futian District, Shenzhen, Guangdong Province

Patentee after: Shenzhen Zhonggu Construction Group Co.,Ltd.

Address before: 518000 808, block a, Haoming Fortune Plaza, Shennan Avenue, Futian District, Shenzhen, Guangdong

Patentee before: SHENZHEN ZHONGGU BUILDING REINFORCING TECHNOLOGY Co.,Ltd.