CN104005486A - I-shaped double-plate assembly steel-structure reset-prestress anti-buckling support - Google Patents
I-shaped double-plate assembly steel-structure reset-prestress anti-buckling support Download PDFInfo
- Publication number
- CN104005486A CN104005486A CN201410149369.9A CN201410149369A CN104005486A CN 104005486 A CN104005486 A CN 104005486A CN 201410149369 A CN201410149369 A CN 201410149369A CN 104005486 A CN104005486 A CN 104005486A
- Authority
- CN
- China
- Prior art keywords
- energy consumption
- plate
- inner core
- channel
- section steel
- 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.)
- Pending
Links
Landscapes
- Springs (AREA)
Abstract
The invention relates to an I-shaped double-plate assembly steel-structure reset-prestress anti-buckling support and belongs to the technical field of building construction. The support comprises internal energy consumption inner cores, periphery frame constraint members and prestress cables. The internal energy consumption inner cores are linear double-sheet steel plates and are cambered, so that the energy consumption inner cores can enter plastic energy consumption easily. Spring extrusion plates are arranged symmetrically at a distance from the inner core ends to extrude springs on supporting columns. Two connection plates, which are an internal energy consumption inner core upper connection plate and an internal energy consumption inner core lower connection plate and are perpendicular to the internal energy consumption inner cores, are connected with the ends of the internal energy consumption inner cores in parallel. The lower connection plate is connected with the frame. When the horizontal force acts on the structure, the horizontal force component is reduced and even offsets the horizontal force acting on the structure, so that the structure inter-layer displacement is a small value, and the standard requirement is met.
Description
Technical field
The present invention relates to a kind of novel braced structures form, the particularly two anti-buckling supports of plate Self-resetting prestressing force of a kind of I shape of building field application.
Background technology
Tradition supports because its rigidity is large, and under severe earthquake action, tensile stress conventionally exceedes elastic limit and surrenders, and produces expendable permanent set; When pressurized, easily be there is lateral deflection song.Under earthquake repeated action, its energy consumption effect is little, is also difficult to protect preferably agent structure not to be damaged.
Curvature-prevention support component is many as being applied to, lateral resisting energy-dissipating device in high-level structure; under middle shake or large shake effect; curvature-prevention support component all can be realized total cross-section and fully surrenders and do not occur that the entirety of supporting member or cripling destroy in the time drawing, press; make originally to change into and only on anti-buckling support component, concentrate power consumption by the power consumption mode of agent structure beam-ends plastic hinge, thereby protected preferably agent structure.But tradition is anti-buckling, to be supported on the permanent set producing under severe earthquake action still irrecoverable, and traditional anti-buckling support also has the problems such as machining accuracy control difficulty, wet trade workload that concrete peripheral constraint component causes are large.
Recent years, Chinese scholars is also little to the research of the anti-buckling support of assembling type steel structure prestressing force, does not really realize quick, the integrated production of industrialization of the anti-buckling support of steel work prestressing force.
Summary of the invention
The object of the invention is to overcome existing above-mentioned defect, provide a kind of novel fabricated steel work I shape two anti-buckling supports of plate Self-resetting prestressing force, this invention can realization body steel work and supporting member fast, reasonable installation.And under little shake, there is very strong bearing capacity, pass through to improve its initial bearing capacity, reduce even to eliminate its permanent set under large shake, there is very strong energy dissipation capacity.
In order to achieve the above object, the present invention adopts following technical scheme:
The two anti-buckling supports of plate assembling type steel structure Self-resetting prestressing force of I shape comprise inner energy consumption inner core, peripheral frame confining part, prestressed cable three parts.
It is characterized in that: described inner energy consumption inner core is yi word pattern biplate steel plate.For making energy consumption inner core be easy to enter plasticity power consumption, weaken chip board middle part, be circular arc.Be arranged symmetrically with spring stripper plate apart from a distance, inner core end, be used for pushing the spring on support column.Inner energy consumption inner core end connects two vertical junction plates with it side by side: inner energy consumption inner core upper junction plate, inner energy consumption inner core lower connecting plate.Lower connecting plate, with bolt hole, is linked together by high-strength bolt and framework.Upper and lower two junction plates are welded together by short stiffener.Short stiffener is all vertical with upper and lower two junction plates.Inner energy consumption inner core two ends structure is identical.Prestressed cable is arranged symmetrically in the both sides of energy consumption inner core; Through the transverse stiffener in the middle of external frame confining part channel-section steel, its two ends are connected with the upper junction plate of inner energy consumption inner core fine strain of millet end respectively.
Described peripheral frame confining part is channel-section steel, and arranges up and down two blocks of frange plates, i.e. external frame confining part top flange plate, external frame confining part bottom wing listrium; Between upper and lower frange plate, be welded with I shape web, channel-section steel outward opening, back to placement, leaves certain width between two channel-section steel webs.There is I shape web centre, is symmetrical arranged two energy consumption inner core plates between channel-section steel and web, between channel-section steel limb, arranges transverse stiffener along total length.Transverse stiffener and channel-section steel welding.The edge of a wing welding of upper bottom flange and web channel-section steel or be connected with bolt.Channel-section steel certain length in the middle of upper and lower two edges of a wing need grow, arrange junction plate at top flange and channel-section steel end, be edge of a wing end plate and channel-section steel end plate, by spring housing on support column, the two ends of support column are separately fixed between edge of a wing end plate and channel-section steel end plate, spring is located between channel-section steel end plate and spring stripper plate, spring at pressurized, draw Shi Junneng to play Self-resetting effect.
In factory by described inner energy consumption inner core, peripheral frame confining part two parts assembly and connection together.At the scene the anti-buckling support of described I shape assembling type steel structure Self-resetting prestressing force is connected with framework with high-strength bolt.When horizontal force action is during in structure, the horizontal force component of the anti-buckling support of described I shape assembling type steel structure Self-resetting prestressing force reduces even negative function in the horizontal force of structure, and making the relative storey displacement of structure is smaller value, meets the requirement of specification.
The present invention can obtain following beneficial effect:
The present invention adopts the construction stage can realize quick assembled type the effectively anti-buckling support of I shape assembling type steel structure Self-resetting prestressing force of the horizontal sidesway of opposing.This component form not only can effectively be realized the industrialization of steel structure member processing and can greatly improve speed of application and significantly reduce steel using amount.
Brief description of the drawings
Fig. 1 Self-resetting supporting member of the present invention constructional drawing
Fig. 2 supporting member structure decomposition map of the present invention
The inner energy consumption inner core figure of Fig. 3 Self-resetting supporting member of the present invention
The outside channel-section steel confining part of Fig. 4 Self-resetting supporting member of the present invention figure
Fig. 5 supporting member prestressed cable of the present invention figure
Wherein, 1-edge of a wing end plate; 2-spring; 3-channel-section steel end plate; 4-transverse stiffener; 5-external frame confining part top flange plate; 6-external frame confining part channel-section steel; 7-external frame confining part bottom wing listrium; 8-support column; The inner energy consumption inner core of 9-; 10-spring stripper plate; The inner energy consumption inner core upper junction plate of 11-; The inner energy consumption inner core lower connecting plate of 12-; 13-short stiffener; 14-I shape web; 15-prestressed cable;
Specific implementation
Illustrate the implementation of described structural system below in conjunction with accompanying drawing.
As shown in Figure 1-2, structure Self-resetting supporting member, described is the two anti-buckling supports of plate Self-resetting prestressing force of a kind of assembling type steel structure I shape, this support is made up of inner energy consumption inner core 9, peripheral channel-section steel confining part 6, spring 2 three parts.Two inner energy consumption inner core 9 are inserted respectively in the intermediate gaps of peripheral channel-section steel confining part 6 and I shape web 14; Support column 8 is arranged symmetrically in channel-section steel end through spring stripper plate 10, and support column 8 is fixed between channel-section steel end plate 3 and edge of a wing end plate 1, and spring 2 is enclosed within on support column 8, adds and is located between spring stripper plate 10 and channel-section steel end plate 3; 2, spring works in the time that spring stripper plate 10 pushes; For making inner energy consumption inner core 9 axial deformation power consumptions, make inner energy consumption inner core 9 longer than peripheral channel-section steel confining part 6;
As shown in Figure 2: support column 8, through spring stripper plate 10, is arranged symmetrically between channel-section steel end plate 3 and top flange junction plate, and quantity is by calculative determination, and spring 2 is enclosed within on support column 8, adds and is located between spring stripper plate 10 and channel-section steel end plate 3.The quantity of support column 8 and spring is by calculative determination.On the edge of a wing, between lower connecting plate, weld a plate, i.e. top flange junction plate, it is used for fixing support column together with channel-section steel end plate.Spring 2 is enclosed within on support column 8, and the corresponding position of inner core, respectively welds a plate with holes, it is spring stripper plate 10, on it, pore size is identical with support column 8, so that support column 8 can pass spring stripper plate 10, spring 2 is located between spring stripper plate 10 and channel-section steel end plate 3;
As shown in Figure 3: inner energy consumption inner core 9 is yi word pattern biplate steel plate, two parallel placements of steel plate, certain distance is left in centre, and this distance is the thickness of I shape web; For making energy consumption inner core be easy to enter plasticity power consumption, weaken chip board middle part, be circular arc; Energy consumption inner core 9 one end are two vertical junction plates with it: inner energy consumption inner core upper junction plate 11, inner energy consumption inner core lower connecting plate 12, be connected with energy consumption inner core vertical welding; The junction plate of supporting member end, with bolt hole, is linked together by high-strength bolt and framework; Inner energy consumption inner core upper junction plate 11, lower connecting plate 12 are welded together by short stiffener; Short stiffener is all vertical with two plates.Spring stripper plate 10 is used for retraining support column 8, and carrys out Compress Spring 2 with the twitch of energy consumption inner core; In the middle of two inner core plates, be I shape web 14.
As shown in Figure 4: peripheral channel-section steel confining part 6 is two relative channel-section steels, channel-section steel outward opening, centre is I shape web 14, two channel-section steels and I shape web 14 leave certain distance, form two spaces, two energy consumption inner core are inserted respectively in two spaces, this distance is the thickness of energy consumption inner core, so that energy consumption inner core penetrates in the middle of two channel-section steels and I shape web 14, channel-section steel respectively welds a frange plate up and down, fixing channel-section steel, and together as the peripheral constraint component of supporting member, upper and lower frange plate two ends are longer than channel-section steel.
As shown in Figure 5: in the prestressed member of structure Self-resetting prestressing force supporting member, prestressed cable 15 is arranged symmetrically in the both sides of energy consumption inner core 9; Through the transverse stiffener 4 in the middle of external frame confining part channel-section steel, its two ends are connected with the upper junction plate 11 of inner energy consumption inner core fine strain of millet end respectively, and tie point is positioned at two adjacent short stiffener 13 district's centers of a lattice.
Claims (1)
1. the two anti-buckling supports of plate assembling type steel structure Self-resetting-prestressing force of I shape, is characterized in that: this support is made up of inner energy consumption inner core (9), peripheral channel-section steel confining part (6), spring (2) three parts; Two inner energy consumption inner core (9) are inserted respectively in the intermediate gaps of peripheral channel-section steel confining part (6) and I shape web (14); Support column (8) is arranged symmetrically in channel-section steel end through spring stripper plate (10), support column (8) is fixed between channel-section steel end plate (3) and edge of a wing end plate (1), it is upper that spring (2) is enclosed within support column (8), adds and be located between spring stripper plate (10) and channel-section steel end plate (3); Spring (2) only works in the time that spring stripper plate (10) pushes; For making inner energy consumption inner core (9) axial deformation power consumption, make inner energy consumption inner core (9) longer than peripheral channel-section steel confining part (6);
Support column (8) is through spring stripper plate (10), be arranged symmetrically between channel-section steel end plate (3) and top flange junction plate, quantity is by calculative determination, and it is upper that spring (2) is enclosed within support column (8), adds and be located between spring stripper plate (10) and channel-section steel end plate (3); The quantity of support column (8) and spring is by calculative determination; On the edge of a wing, between lower connecting plate, weld a plate, i.e. top flange junction plate, it is used for fixing support column together with channel-section steel end plate; Spring (2) is enclosed within on support column (8), the corresponding position of inner core, a plate with holes of each welding, be spring stripper plate (10), on it, pore size is identical with support column (8), so that support column (8) can pass spring stripper plate (10), spring (2) is located between spring stripper plate (10) and channel-section steel end plate (3);
Inner energy consumption inner core (9) is yi word pattern biplate steel plate, two parallel placements of steel plate, and certain distance is left in centre, and this distance is the thickness of I shape web; For making energy consumption inner core be easy to enter plasticity power consumption, weaken chip board middle part, be circular arc; Energy consumption inner core (9) one end is two vertical junction plates with it: inner energy consumption inner core upper junction plate (11), inner energy consumption inner core lower connecting plate (12), be connected with energy consumption inner core vertical welding; The junction plate of supporting member end, with bolt hole, is linked together by high-strength bolt and framework; Inner energy consumption inner core upper junction plate (11), lower connecting plate (12) are welded together by short stiffener; Short stiffener is all vertical with two plates; Spring stripper plate (10) is used for retraining support column (8), and carrys out Compress Spring (2) with the twitch of energy consumption inner core; In the middle of two inner core plates, be I shape web (14);
Peripheral channel-section steel confining part (6) is two relative channel-section steels, channel-section steel outward opening, centre is I shape web (14), two channel-section steels and I shape web (14) leave certain distance, form two spaces, two energy consumption inner core are inserted respectively in two spaces, this distance is the thickness of energy consumption inner core, so that energy consumption inner core penetrates in the middle of two channel-section steels and I shape web (14), channel-section steel respectively welds a frange plate up and down, fixing channel-section steel, and together as the peripheral constraint component of supporting member, upper and lower frange plate two ends are longer than channel-section steel;
In the prestressed member of structure Self-resetting prestressing force supporting member, prestressed cable (15) is arranged symmetrically in the both sides of energy consumption inner core (9); Through the transverse stiffener (4) in the middle of external frame confining part channel-section steel, its two ends are connected with the upper junction plate (11) of inner energy consumption inner core fine strain of millet end respectively, and tie point is positioned at two adjacent short stiffener (13) district centers of a lattice.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410149369.9A CN104005486A (en) | 2014-04-12 | 2014-04-12 | I-shaped double-plate assembly steel-structure reset-prestress anti-buckling support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410149369.9A CN104005486A (en) | 2014-04-12 | 2014-04-12 | I-shaped double-plate assembly steel-structure reset-prestress anti-buckling support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104005486A true CN104005486A (en) | 2014-08-27 |
Family
ID=51366372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410149369.9A Pending CN104005486A (en) | 2014-04-12 | 2014-04-12 | I-shaped double-plate assembly steel-structure reset-prestress anti-buckling support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104005486A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821984A (en) * | 2016-04-14 | 2016-08-03 | 河海大学 | Extruding energy-consumption damper |
| CN107975159A (en) * | 2017-12-01 | 2018-05-01 | 山东大学 | Assembled Self-resetting energy dissipation brace device and building |
| CN114482314A (en) * | 2022-01-05 | 2022-05-13 | 燕山大学 | Assembled pre-compaction spring is from restoring to throne power consumption steel brace |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2002022994A1 (en) * | 2000-09-12 | 2002-03-21 | Tube Investments Of India Ltd. | A sleeved bracing useful in the construction of earthquake resistant structures |
| JP2004019361A (en) * | 2002-06-19 | 2004-01-22 | Shimizu Corp | Brace damper |
| CN201730214U (en) * | 2010-06-24 | 2011-02-02 | 青岛理工大学 | Self-resetting buckling-restrained brace device |
| CN201809994U (en) * | 2010-04-02 | 2011-04-27 | 陈云 | Super-elastic buckling-restrained energy-dissipation brace |
| CN103195188A (en) * | 2013-04-11 | 2013-07-10 | 北京工业大学 | I-shaped double-plate assembling steel structure prestressed buckling preventing support |
| CN103469921A (en) * | 2013-09-12 | 2013-12-25 | 北京交通大学 | Setup spring self-recovery energy dissipation brace |
-
2014
- 2014-04-12 CN CN201410149369.9A patent/CN104005486A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2002022994A1 (en) * | 2000-09-12 | 2002-03-21 | Tube Investments Of India Ltd. | A sleeved bracing useful in the construction of earthquake resistant structures |
| JP2004019361A (en) * | 2002-06-19 | 2004-01-22 | Shimizu Corp | Brace damper |
| CN201809994U (en) * | 2010-04-02 | 2011-04-27 | 陈云 | Super-elastic buckling-restrained energy-dissipation brace |
| CN201730214U (en) * | 2010-06-24 | 2011-02-02 | 青岛理工大学 | Self-resetting buckling-restrained brace device |
| CN103195188A (en) * | 2013-04-11 | 2013-07-10 | 北京工业大学 | I-shaped double-plate assembling steel structure prestressed buckling preventing support |
| CN103469921A (en) * | 2013-09-12 | 2013-12-25 | 北京交通大学 | Setup spring self-recovery energy dissipation brace |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821984A (en) * | 2016-04-14 | 2016-08-03 | 河海大学 | Extruding energy-consumption damper |
| CN105821984B (en) * | 2016-04-14 | 2017-12-26 | 河海大学 | One kind extruding energy-consumption damper |
| CN107975159A (en) * | 2017-12-01 | 2018-05-01 | 山东大学 | Assembled Self-resetting energy dissipation brace device and building |
| CN107975159B (en) * | 2017-12-01 | 2023-11-24 | 山东大学 | Assembled self-resetting energy consumption supporting device and building |
| CN114482314A (en) * | 2022-01-05 | 2022-05-13 | 燕山大学 | Assembled pre-compaction spring is from restoring to throne power consumption steel brace |
| CN114482314B (en) * | 2022-01-05 | 2022-11-01 | 燕山大学 | Assembled pre-compaction spring is from restoring to throne power consumption steel brace |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103233525A (en) | Channel steel assembling type steel structure prestress anti-bending support | |
| CN103195188A (en) | I-shaped double-plate assembling steel structure prestressed buckling preventing support | |
| CN103195187A (en) | Angle steel assembly type steel structure prestressed buckling-restrained brace | |
| CN103195186A (en) | Steel pipe assembling steel structure prestressed buckling preventing support | |
| CN103195185A (en) | I-shaped single-plate assembling steel structure prestressed buckling preventing support | |
| CN103981965A (en) | Self-resetting-prestress bending-preventing support of channel-steel assembled steel structure | |
| CN103967154A (en) | Cross-shaped angle steel assembling type steel structure self-resetting-prestress buckling-resisting support | |
| CN103981969A (en) | In-line angle steel prefabricated steel structural self-resetting buckling-restrained brace | |
| CN201722848U (en) | L-shaped concrete column | |
| CN103981966A (en) | Tubular crossed plate assembly type steel-structure self-resetting pre-stressed buckling restrained brace | |
| AU2015394927B1 (en) | All-steel double-plate self-resetting buckling-restrained brace device and method | |
| CN104005487A (en) | Self-resetting and prestressed buckling-restrained brace of I-shaped angle steel assembled-type steel structure | |
| CN103967155A (en) | Frame type double-board self-restoration prestress anti-buckling support for fabricated steel structure | |
| CN104005486A (en) | I-shaped double-plate assembly steel-structure reset-prestress anti-buckling support | |
| CN103233528A (en) | Self-reset buckling limitation support | |
| CN103981971A (en) | Self-resetting bending-preventing support of channel-steel assembled steel structure | |
| CN103967150A (en) | I-shaped single-board self-restoration-prestress anti-buckling support for fabricated steel structure | |
| CN103883027A (en) | Composite shear wall formed by embedding energy-dissipation bars between frame and wall with inbuilt steel plate and construction method | |
| CN204919858U (en) | Buckling restrained brace component | |
| CN103104050B (en) | Pin bolt type combination buckling-proof support | |
| CN103967157A (en) | Tubular single plate self-resetting prestressing anti-buckling support for assembled steel structure | |
| CN201865215U (en) | Wall type soft steel bending energy dissipation damper | |
| CN205894345U (en) | Assembled multipurpose metal damper | |
| CN103161237B (en) | Two-way power consumption mild steel sinker | |
| CN104005485A (en) | Tubular double-plate assembly steel-structure reset anti-buckling support |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20140827 |