CN202324201U - Chambering structural steel structure beam column node connected by end plate - Google Patents

Chambering structural steel structure beam column node connected by end plate Download PDF

Info

Publication number
CN202324201U
CN202324201U CN2011204499218U CN201120449921U CN202324201U CN 202324201 U CN202324201 U CN 202324201U CN 2011204499218 U CN2011204499218 U CN 2011204499218U CN 201120449921 U CN201120449921 U CN 201120449921U CN 202324201 U CN202324201 U CN 202324201U
Authority
CN
China
Prior art keywords
steel
plate
wing
column
edge
Prior art date
Application number
CN2011204499218U
Other languages
Chinese (zh)
Inventor
黄冀卓
陈宝春
Original Assignee
福州大学
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 福州大学 filed Critical 福州大学
Priority to CN2011204499218U priority Critical patent/CN202324201U/en
Application granted granted Critical
Publication of CN202324201U publication Critical patent/CN202324201U/en

Links

Abstract

The utility model relates to a chambering structural steel structure beam column node connected by an end plate, which comprises a steel column and an H-shaped steel beam. The chambering structural steel structure beam column node is characterized in that a steel column wing edge is connected with the end plate by a high-strength bolt; the end plate is connected with a steel beam web by a steel beam web connecting plate; the end plate is connected with an upper steel beam wing edge and a lower steel beam wing edge by steel beam wing edge connecting plates; the steel beam web connecting plate and the steel beam wing edge connecting plates are welded to the end plate by a groove full-penetration welding line; the steel beam web connecting plate and the steel beam wing edge connecting plates are both provided with long round holes; the steel beam web connecting plate and the steel column wing edge connecting plates are respectively connected with the steel beam web and the steel beam wing edges by the friction-type high-strength bolts; and the steel column wing edge is provided with an anti-shearing supporting plate on the bottom of the end plate. According to the chambering structural steel structure beam column node connected by the end plate, the ductility deformation capability and the energy consumption capability of the node under the rare seismic effect can be obviously improved. Meanwhile, the chambering structural steel structure beam column node connected by the end plate is convenient to construct, is easy to repair after the earthquake and the like.

Description

A kind of reaming type steel-structure beam-column node that connects through end plate
Technical field
The utility model relates to the building building technology field, especially a kind of reaming type steel-structure beam-column node that connects through end plate.
Background technology
Good ductility is the key factor that guarantees that structure does not collapse and destroys under severe earthquake action, and the ductility of node is a key factor that influences structural entity ductility.Before the Northridge of the U.S. in 1994 (Bei Ling) earthquake, it is the form that the steel framed structure beam-column connection generally adopts that the bolt weldering connects (edge of a wing welding, web bolt connect).Yet the slope of Japan earthquake centre celestially the Northridge of the U.S. in 1994 (Bei Ling) earthquake and 1995; Many destruction has taken place in the steel frame that once was considered to have the good resistance shock stability, wherein most brittle fractures (being the welding position brittle destruction af-ter) that destroy to beam column bolt weldering connected node place.In order to improve the ductility of connected node, the shake back U.S., Japan and other countries have carried out number of research projects to the anti-seismic performance of steel-frame beam column jointing gusset and ductile performance etc., have proposed multiple improved novel joint form.The research thinking basically identical of this type novel joint all is that girder steel end plastic hinge is moved on to outward on the beam of cylinder certain distance, thereby avoids the node brittle destruction af-ter, reaches the seismic design principle of " the weak member of strong node ".The difference of moving form according to plastic hinge outward can be divided into two big types with it: one type is weakening type node, like dog bone type node (cross section weakening is carried out near the node place in the bottom flange on beam) and girder steel root web open cell type node; Another kind of is reinforced node, like haunch type node, expansion aerofoil profile node, cover-plate type node etc.Yet show according to existing result of study: weakening type node makes load bearing beam power decrease to a certain extent; And the attachment weld of beam column edge of a wing root remains the weak location of weakening type node, and weldquality directly has influence on giving full play to of node ductility; And reinforced node be owing to can increase the weld seam of plate in original welding node zone, thereby causes connecting portion residual stress situation to become even more serious, particularly when weldquality is not high; Not only might be able to not improve the ductility of node but also can aggravate node brittle destruction af-ter (Wang Yan, Yu Yousheng, Wang Yue; Liu Xiuli. steel frame edge of a wing weakening type and expansion aerofoil profile node Study on behavior. mechanics and practice; 2010. 32 (1): 46-53. [2] Yu Yousheng, Wang Yan. the experimental study [J] of steel-frame beam edge of a wing weakening type node mechanical property. engineering mechanics, 2009. 26 (2): 168-175. [3]; Yang Na; Yang Qingshan. the edge of a wing weakens the performance study summary [J] of structural steel frame bean column node. engineering mechanics, 2004,21 (1): 61-66.).In addition, above-mentioned plastic hinge moves the type node outward and also has shortcomings such as shake back maintenance difficult or maintenance cost costliness (because this moment, serious deformation took place girder steel).
Utilizing the Frictional Slipping of friction-type high-strength bolt in oval bolt hole to improve node ductility is a kind of brand-new research thinking.People (Ma Renyues such as professor Ma Renyue of Tongji University; Yang Yang; Chen Qiaosheng etc. slotted hole modification property high-strength bolt node anti-seismic performance experimental study [J]. building structure journal, 2009,30 (1): 101-106) this thinking is applied to the steel beam splicing place (as shown in Figure 1) with the beam column of steel structure rigid joint of cantilever beam section; And applied for relevant patent (patent No.: 200820150748.X, 200810040509.3).The slotted hole of this node is arranged on the jointing positions of the girder steel edge of a wing and web; And the girder steel root still is to adopt weld seam to connect with being connected of steel column; Therefore under the rarely occurred earthquake effect; When the slewing area at steel beam splicing place exceeds its limit turning power, still have the welding brittle fracture that may cause girder steel root and steel column.
In order to remedy the deficiency of present existing steel structure bean column node, the utility model provides a kind of reaming type steel-structure beam-column node that connects through end plate.
Summary of the invention
In order further to improve the ductility of steel structure node, avoid on girder steel or steel column, taking place the possibility of welding brittle fracture simultaneously, the utility model provides a kind of reaming type steel-structure beam-column node that connects through end plate.
The utility model is characterised in that: a kind of reaming type steel-structure beam-column node that connects through end plate; Comprise steel column and H section steel beam; It is characterized in that: the said steel column edge of a wing is connected with end plate through friction type high strength bolt; Said end plate is connected with steel beam web plate through the steel beam web plate junction plate; Junction plate is connected with the upper and lower two girder steel edges of a wing said end plate through the girder steel edge of a wing, and said steel beam web plate junction plate and girder steel edge of a wing junction plate are welded on the end plate through the groove full penetration weld, and said steel beam web plate junction plate and girder steel edge of a wing junction plate all offer slotted hole; Said steel beam web plate junction plate is connected with the girder steel edge of a wing with steel beam web plate through friction type high strength bolt respectively with girder steel edge of a wing junction plate, and the said steel column edge of a wing is positioned at the supporting plate that the end plate bottom is provided with shearing resistance.
Further, be provided with horizontal stiffening rib in the above-mentioned steel column, said horizontal stiffening rib be on the same horizontal plane with girder steel edge of a wing junction plate and thickness identical, adopt the welding of groove full penetration weld between the said horizontal stiffening rib and the steel column edge of a wing, the steel column web.
Further, the friction type high strength bolt that is used to connect steel beam web plate junction plate and steel beam web plate is arranged on the position away from steel beam web plate longitudinal central axis line, and said friction type high strength bolt is along the single setting in upper and lower edge of steel beam web plate.
Further, the reaming direction of above-mentioned slotted hole all with girder steel longitudinal central axis line parallel, the axis of said slotted hole and the axis of used friction type high strength bolt coincide.
Further, the planing of the contact surface of above-mentioned supporting plate and end plate holds out against, and is connected with the steel column edge of a wing so that the beam-ends shearing is born by the fillet weld of supporting plate periphery through the fillet weld of three weld all arounds.
The beneficial effect of the utility model is: this new construction bean column node not only can be out of shape and consumes energy through the Frictional Slipping of friction type high strength bolt in oval bolt hole on upper and lower frange plate of girder steel and the web; But also can further improve the ductility deformability and the energy dissipation capacity of node through the distortion of end plate, so this steel-structure beam-column node has very strong ductility deformability and good energy dissipation capacity under the rarely occurred earthquake effect; Simultaneously because attachment weld does not all appear in this node on the beam column member, therefore also just avoided girder steel under the rarely occurred earthquake effect or steel column in the node region brittle destruction af-ter maybe; In addition, this node also has advantages such as easy construction and shake back repair simple and fast, rehabilitation cost are cheap.
Description of drawings
Fig. 1 is the prior art constructions sketch map.
Fig. 2 is the structural representation of the utility model embodiment.
Fig. 3 is the I-I sectional view of Fig. 2.
Fig. 4 is the II-II sectional view of Fig. 2.
Fig. 5 is the III-III sectional view of Fig. 2.
Fig. 6 be among the utility model embodiment slotted hole and conventional bolt circular hole concern sketch map.
Fig. 7 is the organigram of girder steel edge of a wing billet among the utility model embodiment.
Fig. 8 is the organigram of steel beam web plate billet among the utility model embodiment.
Fig. 9 is the organigram of steel beam web plate junction plate among the utility model embodiment.
Figure 10 is the organigram of girder steel edge of a wing junction plate among the utility model embodiment.
Among the figure: 1 is steel column, and 2 is girder steel, and 3 is friction type high strength bolt, and 4 is end plate; 5 is slotted hole, and 6 is supporting plate, and 7 is horizontal stiffening rib, and 8 is girder steel edge of a wing billet; 9 is the steel beam web plate billet, and 10 is conventional bolt circular hole, and 11 is the steel column edge of a wing, and 12 is the steel column web; 21 is steel beam web plate, and 22 is the girder steel edge of a wing, and 23 is the steel beam web plate junction plate, and 24 is girder steel edge of a wing junction plate; A is the reaming direction of slotted hole.
The specific embodiment
For letting the above-mentioned feature and advantage of the utility model can be more obviously understandable, hereinafter is special lifts embodiment, and conjunction with figs., elaborates as follows.
Referring to legend: a kind of reaming type steel-structure beam-column node that connects through end plate; Comprise steel column 1 and H section steel beam 2; It is characterized in that: the said steel column edge of a wing 11 is connected with end plate 4 through friction type high strength bolt 3; Said end plate 4 is connected with steel beam web plate 21 through steel beam web plate junction plate 23; Junction plate 24 is connected with the upper and lower two girder steel edges of a wing 22 said end plate 4 through the girder steel edge of a wing, and said steel beam web plate junction plate 23 is welded on the end plate 4 through the groove full penetration weld with girder steel edge of a wing junction plate 24, and said steel beam web plate junction plate 23 all offers slotted hole 5 with girder steel edge of a wing junction plate 24; Said steel beam web plate junction plate 23 is connected with the girder steel edge of a wing 22 with steel beam web plate 21 through friction type high strength bolt 3 respectively with girder steel edge of a wing junction plate 24, and the said steel column edge of a wing 11 is positioned at the supporting plate 6 that end plate 4 bottoms are provided with shearing resistance.
Be provided with horizontal stiffening rib 7 in the said steel column 1, said horizontal stiffening rib 7 be on the same horizontal plane with girder steel edge of a wing junction plate 24 and thickness identical, adopt the welding of groove full penetration weld between the said horizontal stiffening rib 7 and the steel column edge of a wing 11, the steel column web 12.
The friction type high strength bolt 3 that is used to connect steel beam web plate junction plate 23 and steel beam web plate 21 is arranged on the position away from steel beam web plate 21 longitudinal central axis lines, and said friction type high strength bolt 3 is along the single setting in upper and lower edge of steel beam web plate 21.
The reaming direction of above-mentioned slotted hole 5 all with girder steel 2 longitudinal central axis line parallels, the axis of the axis of said slotted hole 5 and used friction type high strength bolt 3 coincides.
Above-mentioned supporting plate 6 holds out against with the contact surface planing of end plate 4, and is connected with the steel column edge of a wing 11 so that the beam-ends shearing is born by the fillet weld of supporting plate 6 peripheries through the fillet weld of three weld all arounds.
Connecting bolt position on the steel beam web plate is away from the longitudinal central axis line of steel beam web plate, and along the single setting in the upper and lower edge of steel beam web plate, guaranteed that the girder steel end has good turning power.
In one preferred embodiment of the utility model; The steel column section that uses is the H type; Said steel beam web plate junction plate should be away from the longitudinal central axis line of steel beam web plate with the high-strength bolt position that is connected of steel beam web plate; And as far as possible along the single setting of lower limb on the steel beam web plate, the reaming direction of said slotted hole is all parallel with girder steel longitudinal center axis (being the length bearing of trend of girder steel), and the axis of said slotted hole should coincide with the axis of used friction type high strength bolt.
Below end plate, be provided with the supporting plate of shearing resistance; The contact surface of supporting plate and end plate will be planished and held out against; Be the processing of will planishing of the end face of supporting plate, and be connected with the steel column edge of a wing that the beam-ends shearing is born by the peripheral fillet weld of supporting plate through the fillet weld of these three face weld all arounds of two sides and bottom surface.
The utility model solves the technical scheme that its technical problem adopted: be connected with friction type high strength bolt through end plate, girder steel edge of a wing junction plate, steel beam web plate junction plate between girder steel and the steel column; End plate is connected with the steel column edge of a wing through friction type high strength bolt; Girder steel edge of a wing junction plate and steel beam web plate junction plate are welded on the end plate through the groove full penetration weld; Have slotted hole on girder steel edge of a wing junction plate and the steel beam web plate junction plate; Slotted hole original conventional bolt circular hole 10 reamings of serving as reasons form, the reaming direction A of slotted hole all with girder steel longitudinal central axis line parallel; The upper and lower girder steel edge of a wing is respectively through girder steel edge of a wing billet 8, friction type high strength bolt and upper and lower girder steel edge of a wing junction plate bolt, and steel beam web plate is then through steel beam web plate billet 9, friction type high strength bolt and steel beam web plate junction plate bolt; At junction plate place, the girder steel edge of a wing horizontal stiffening rib in the post is set; Horizontal stiffening rib should with girder steel edge of a wing junction plate uniform thickness; Should adopt the welding of groove full penetration weld between the horizontal stiffening rib and the steel column edge of a wing and the steel column web, horizontal stiffening rib axis should be aimed at the axis of girder steel edge of a wing junction plate; In order to guarantee that beam-ends has good turning power, the connecting bolt position on the said steel beam web plate should be away from the longitudinal central axis line of steel beam web plate, and as far as possible along the single setting of lower limb on the steel beam web plate; Cut, given full play to the tensile strength of friction type high strength bolt for fear of the friction type high strength bolt of end plate and junction, the steel column edge of a wing; Below end plate, set up the supporting plate that is used for shearing resistance; The contact surface planing of itself and end plate holds out against; And the fillet weld through three weld all arounds is connected with the steel column edge of a wing, and the beam-ends shearing is born by the peripheral fillet weld of supporting plate; Bolt hole on girder steel edge of a wing junction plate and steel beam web plate junction plate is the slotted hole, and the bolt hole at all the other positions is conventional bolt circular hole.
In order to guarantee that girder steel has maximum slipping space, the axis of said slotted hole should coincide with the axis of used friction type high strength bolt.
Consider from convenient construction and the angle that guarantees construction quality; The end plate of this node, girder steel edge of a wing junction plate and steel beam web plate junction plate can weld in factory in advance; Form a connector, the connector with this welding fabrication transports the bolt connection that beam column is directly carried out in the job site to then.
The construction sequence of the utility model is: the link position of at first on steel column, confirming girder steel edge of a wing junction plate; And in the corresponding position is provided with post horizontal stiffening rib; Should adopt the welding of groove full penetration weld between the horizontal stiffening rib and the steel column edge of a wing and the steel column web, the axis of horizontal stiffening rib should be aimed at the axis of girder steel edge of a wing junction plate, confirms blade position simultaneously; And adopting the trihedral angle weld seam and the steel column edge of a wing to weld, above-mentioned relevant welding procedure generally should be carried out in factory; Then, the girder steel edge of a wing junction plate and the steel beam web plate junction plate that adopt the groove full penetration weld will have slotted hole are welded on the relevant position of end plate, form a connector; Then, the end plate bottom is held out against with supporting plate, and be connected with the steel column edge of a wing through the connector of friction type high strength bolt with welding forming; At last; Girder steel is put into connector; And respectively the girder steel edge of a wing, steel beam web plate are connected with girder steel edge of a wing junction plate, steel beam web plate junction plate through friction type high strength bolt, girder steel edge of a wing billet, steel beam web plate billet, the slotted hole axis should overlap with the axis of used friction type high strength bolt in connection procedure.In order to guarantee that beam-ends has good turning power, the connecting bolt position on the steel beam web plate should be away from the longitudinal central axis line of steel beam web plate, and along the single setting in the upper and lower edge of steel beam web plate.
In the utility model: under the effect of beam-ends moment of flexure; End plate produces and puts with joint efforts with pressure zone is the rotation of center of rotation; Present separation trend between the tensile region of end plate and the steel column edge of a wing; But owing to received the effect of contraction of tensile region connection high-strength bolt, the distortion of end plate tensile region has obtained effective inhibition, so this steel-structure beam-column node has bigger initial stiffness.In addition, the link of this steel-structure beam-column node (except that friction type high strength bolt) is steel plate, draw materials conveniently, and connected mode is simple, so its scope of application is very wide, is applicable to that almost all beam column of steel structure connect.
Node can design by following dual stage process in the utility model:
Phase I: under conventional design load (comprising seismic load, wind load etc.) effect, design by least favorable load Combination Design value.This stage must guarantee that slippage does not take place the friction type high strength bolt on the girder steel; End plate is in elastic stage; The joint angle weld seam of supporting plate periphery all is no more than the corresponding Design of Bearing Capacity value that is connected with the friction type high strength bolt on the steel column.
Second stage: the connection maximum load capacity by based on the ultimate strength minimum value carries out checking computations, and the moment of flexure design load is got 1.2Mp (Mp is the overall plastic property moment of flexure value of girder steel), and the shearing design load is got 1.3 (2Mp/L) (L is the net span of girder steel).This allows the friction type high strength bolt generation slippage on girder steel and contacts with hole wall in stage, but must guarantee that the plate of friction type high strength bolt or hole wall contact position does not destroy; Allow end plate to get into elastoplasticity or plastic state, but do not allow to destroy; Guarantee that friction type high strength bolt and the peripheral joint angle weld seam of supporting plate on the steel column do not destroy.
In the utility model, said steel column can be the H steel column, and steel column can also be other cross section steel columns such as box steel column or cross steel column certainly, and its method of attachment is the same with the H steel column.
The above is merely the preferred embodiment of the utility model, and all equalizations of being done according to the utility model claim change and modify, and all should belong to the covering scope of the utility model.

Claims (5)

1. one kind is passed through the reaming type steel-structure beam-column node that end plate connects; Comprise steel column and H section steel beam; It is characterized in that: the said steel column edge of a wing is connected with end plate through friction type high strength bolt; Said end plate is connected with steel beam web plate through the steel beam web plate junction plate; Junction plate is connected with the upper and lower two girder steel edges of a wing said end plate through the girder steel edge of a wing, and said steel beam web plate junction plate and girder steel edge of a wing junction plate are welded on the end plate through the groove full penetration weld, and said steel beam web plate junction plate and girder steel edge of a wing junction plate all offer slotted hole; Said steel beam web plate junction plate is connected with the girder steel edge of a wing with steel beam web plate through friction type high strength bolt respectively with girder steel edge of a wing junction plate, and the said steel column edge of a wing is positioned at the supporting plate that the end plate bottom is provided with shearing resistance.
2. a kind of reaming type steel-structure beam-column node that connects through end plate according to claim 1; It is characterized in that: be provided with horizontal stiffening rib in the said steel column; Said horizontal stiffening rib be on the same horizontal plane with girder steel edge of a wing junction plate and thickness identical, adopt the welding of groove full penetration weld between the said horizontal stiffening rib and the steel column edge of a wing, the steel column web.
3. a kind of reaming type steel-structure beam-column node that connects through end plate according to claim 1 is characterized in that: the friction type high strength bolt that is used to connect steel beam web plate junction plate and steel beam web plate is arranged on the position away from steel beam web plate longitudinal central axis line; Said friction type high strength bolt is along the single setting in upper and lower edge of steel beam web plate.
4. a kind of reaming type steel-structure beam-column node that connects through end plate according to claim 1; It is characterized in that: the reaming direction of said slotted hole all with girder steel longitudinal central axis line parallel, the axis of said slotted hole and the axis of used friction type high strength bolt coincide.
5. a kind of reaming type steel-structure beam-column node that connects through end plate according to claim 1; It is characterized in that: the contact surface planing of said supporting plate and end plate holds out against, and is connected with the steel column edge of a wing so that the beam-ends shearing is born by the fillet weld of supporting plate periphery through the fillet weld of three weld all arounds.
CN2011204499218U 2011-11-15 2011-11-15 Chambering structural steel structure beam column node connected by end plate CN202324201U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011204499218U CN202324201U (en) 2011-11-15 2011-11-15 Chambering structural steel structure beam column node connected by end plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011204499218U CN202324201U (en) 2011-11-15 2011-11-15 Chambering structural steel structure beam column node connected by end plate

Publications (1)

Publication Number Publication Date
CN202324201U true CN202324201U (en) 2012-07-11

Family

ID=46436184

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011204499218U CN202324201U (en) 2011-11-15 2011-11-15 Chambering structural steel structure beam column node connected by end plate

Country Status (1)

Country Link
CN (1) CN202324201U (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102444211A (en) * 2011-11-15 2012-05-09 福州大学 Reamed steel structure beam-column joint connected via end plate and construction method for same
CN103696535A (en) * 2013-12-26 2014-04-02 南京工业大学 Round corrugated web beam punching part with high utilization rate
CN103953123A (en) * 2014-05-14 2014-07-30 天津城建大学 H-shaped steel frame node with partially restricted beam end and construction method thereof
CN108571067A (en) * 2018-04-10 2018-09-25 东南大学 A kind of assembled Self-resetting prestressed concrete frame friction energy-dissipating combined joint
CN109518808A (en) * 2018-11-19 2019-03-26 桂林理工大学 A kind of multi-function steel structure bean column node
CN109654982A (en) * 2018-12-14 2019-04-19 桂林理工大学 A kind of relative storey displacement monitoring device
CN110306662A (en) * 2019-06-17 2019-10-08 同济大学 A kind of low damage web friction energy-dissipating bean column node of Self-resetting
CN110306663A (en) * 2019-06-17 2019-10-08 同济大学 A kind of full assembled friction energy-dissipating steel frame beam column joint of Self-resetting
CN110318466A (en) * 2019-07-16 2019-10-11 龙元建设集团股份有限公司 H profile steel column high-strength bolts structure and construction method

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102444211A (en) * 2011-11-15 2012-05-09 福州大学 Reamed steel structure beam-column joint connected via end plate and construction method for same
CN102444211B (en) * 2011-11-15 2014-04-30 福州大学 Reamed steel structure beam-column joint connected via end plate and construction method for same
CN103696535A (en) * 2013-12-26 2014-04-02 南京工业大学 Round corrugated web beam punching part with high utilization rate
CN103953123A (en) * 2014-05-14 2014-07-30 天津城建大学 H-shaped steel frame node with partially restricted beam end and construction method thereof
CN108571067A (en) * 2018-04-10 2018-09-25 东南大学 A kind of assembled Self-resetting prestressed concrete frame friction energy-dissipating combined joint
CN108571067B (en) * 2018-04-10 2019-11-08 东南大学 A kind of assembled Self-resetting prestressed concrete frame friction energy-dissipating combined joint
CN109518808A (en) * 2018-11-19 2019-03-26 桂林理工大学 A kind of multi-function steel structure bean column node
CN109654982A (en) * 2018-12-14 2019-04-19 桂林理工大学 A kind of relative storey displacement monitoring device
CN110306662A (en) * 2019-06-17 2019-10-08 同济大学 A kind of low damage web friction energy-dissipating bean column node of Self-resetting
CN110306663A (en) * 2019-06-17 2019-10-08 同济大学 A kind of full assembled friction energy-dissipating steel frame beam column joint of Self-resetting
CN110306663B (en) * 2019-06-17 2020-10-13 同济大学 Self-resetting full-assembly type friction energy-consumption steel frame beam-column joint
CN110318466A (en) * 2019-07-16 2019-10-11 龙元建设集团股份有限公司 H profile steel column high-strength bolts structure and construction method

Similar Documents

Publication Publication Date Title
CN102758499B (en) Precast prestressed steel girder with post-seismic restorable function
CN201713963U (en) Replaceable connecting beam
CN105735472A (en) Assembly type beam-column node connection device with function recovery effect
CN203145194U (en) Internal diaphragm joint of variable flange steel I-beam and square concrete filled steel tubular column
CN101798849B (en) Node connection device for self-centering prestressed concrete frame
CN203878778U (en) Concrete-filled rectangular steel tube column and steel beam steel bar type node with extended end plates
JP5667718B2 (en) Elastic-plastic hysteretic damper
CN100595400C (en) Coupled shearing force wall energy-dissipation beam-coupled steel plate damper and its using method
CN104895249B (en) It is a kind of can in-situ immobilization combination suspension column
CN205776734U (en) A kind of assembly concrete connecting structure of beam column nodes
CN103243819A (en) Fabricated concrete column-steel beam energy dissipation type panel point connecting device
CN103290920B (en) A kind of assembling type steel structure center support frame system
JP4861067B2 (en) Steel frame
CN203878780U (en) Connecting joint of cylindrical rib penetrating type steel pipe concrete column and steel beam
CN103276804B (en) A kind of industrialization assembling hetermorphiscal column steel work prestressing force center support system
CN103276806B (en) A kind of industrialization assembling hetermorphiscal column steel work prestressing force eccentrical braces
CN205637130U (en) Bucking restraint formula girder steel styletable board connected node and steel construction building
CN107338872A (en) Double sleeve steel-structure beam-column nodes and installation method
KR100516332B1 (en) Steel structure equipped with connection damper
CN201924479U (en) Shear wall structure for low yield point steel coupling beam
CN104847052A (en) Earthquake damage replaceable combination column structure
CN102587538B (en) Dog-bone type coupled shear wall with end plates, bolts and steel coupling beams
CN2841792Y (en) Steel frame structure cantilever beam connection node
TWI499707B (en) A joint structure which lateral deformation is restrained
JP2003261993A (en) Column and beam coupling structure

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
EXPY Termination of patent right or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120711

Termination date: 20141115