CN110468999A - Lattice bracing members beam shear wall - Google Patents
Lattice bracing members beam shear wall Download PDFInfo
- Publication number
- CN110468999A CN110468999A CN201811539973.7A CN201811539973A CN110468999A CN 110468999 A CN110468999 A CN 110468999A CN 201811539973 A CN201811539973 A CN 201811539973A CN 110468999 A CN110468999 A CN 110468999A
- Authority
- CN
- China
- Prior art keywords
- support
- bracing members
- connector
- plate
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
Abstract
This patent is related to a kind of lattice bracing members beam shear wall for belonging to technical field of structural engineering, and lattice bracing members beam shear wall is by straight line or the bracing members beam of weaving manner interconnection, node connector, edge connector, edge member damps plate, weld seam or bolt composition.The bracing members beam can be made of the supporting member interconnection of different cross section shape, unlike material.The beam and column of connector the connection support beam and main structure, the support and support, support and connecting plate of intersection, connecting plate and main structure using welding or bolt.Damping piece can be placed between the support of intersection.This patent has the advantage that section is small from heavy and light, there is biggish elastic initial stiffness, it is at low cost, ductility is good, and production is simple, is easy to calculate, flexible arrangement, intensity, rigidity and the ductility of regional area can according to need adjustment, and all kinds of holes are arranged with can be convenient, and can both be arranged in Multistory-tall building, it can also be arranged in middle infrastructure, be a kind of novel lateral resistant member that can satisfy all kinds of building structure arrangements and need with energy dissipation requirement.
Description
Technical field
The present invention relates to a kind of novel lattice bracing members beam shear walls, belong to technical field of structural engineering.
Background technique
Mainly there is two major classes multi and tall steel building lateral resistant member at present, one is steel plate shear force wall systems, and one is biographies
It unites bearing diagonal system, the cut deal higher cost in steel plate shear force wall system, application is less, the thin plate in steel plate shear force wall system
Then there are problems that pressing with fingers for plane external drum song and hysteresis loop.Traditional bearing diagonal system there are door opening arrangement is limited, section have compared with
High limitation, the concentrated force that accentric support generates is larger, has higher requirement to the beam of connection.It is above two that there are also some other
The variation of fundamental system, but due to solve the above problems, increase more complicated structures so that higher cost, self weight compared with
Greatly.
This patent proposes a kind of novel lattice bracing members beam shear wall, by straight line or the steel of weaving manner interconnection
Support beam, node and edge connector, edge member, damping plate, weld seam or bolt composition.Its major advantage is: self weight
Gently, section is small, has biggish elastic initial stiffness, and ductility is good, cost bottom, and production is simple, is easy to calculate, flexible arrangement, office
Intensity, rigidity and the ductility in portion region can according to need adjustment, can be convenient on lattice bracing members beam shear wall cloth
All kinds of holes are set, Multistory-tall building can be both arranged in, middle infrastructure can also be arranged in, are that one kind can satisfy building knot
The novel lateral resistant member that structure arrangement needs and energy dissipation requires.
Summary of the invention
Lattice bracing members beam shear wall proposed by the present invention, it is intended that providing one kind can satisfy building structure
The novel lateral resistant member that arrangement needs and energy dissipation requires., from heavy and light, section is small for it, has biggish elasticity initial rigid
Degree, ductility is good, cost bottom, and production is simple, is easy to calculate, flexible arrangement, intensity, rigidity and the ductility of regional area can bases
It needs to adjust, arranges all kinds of holes on lattice bracing members beam shear wall with can be convenient, can both be arranged in more high-rise knots
Structure can also be arranged in middle infrastructure.
Lattice bracing members beam shear wall proposed by the present invention, which is characterized in that the lattice bracing members beam shear wall
By straight line or the bracing members beam (1) of weaving manner interconnection, node connector (2), edge connector (3), edge member (4)
(5), plate (6) are damped, weld seam (7) or bolt (8) composition；The bracing members beam (1) is by different cross section shape, unlike material
Supporting member interconnection composition；The support beam that node connector (2) connection intersects；The edge connector (3)
Connect the girder steel (5) and steel column (4) of support beam and main structure；The support of intersection and support, support and connecting plate, connecting plate with
Welding (7) or bolt (8) can be used in main structure.
The section form of the support of support beam (1) is following (including but not limited to): rectangle, I-shaped, linear type, C-shaped, T
Pipe, rectangular tube, channel steel, angle steel, various light-gauge steel sections and the combined shaped in above-mentioned various sections.Connector (2) (3) can be T
Shape plate, fish platee, angle steel, plate.Damping plate (6) can be placed between the support (1) of intersection, to adjust lateral resisting wall
Rigidity and ductility；Damping plate is made of damping material.The spacing of the different parts of the support of support beam and same support can
To adjust as needed, support beam can also form hole with partial cutoff, and the section of same wall support and material can be different.
The support number of the horizontal direction of support beam can be from 1 to multiple, and the support number of the vertical direction of support beam can be from 1 to more
It is a.
Detailed description of the invention
Fig. 1 is lattice bracing members beam shear wall disposal figure.
Fig. 2 is support beam node side sectional detail drawing.
Fig. 3 is support beam connection detail citing 1.
Fig. 4 is support beam connection detail citing 2.
Fig. 5 is braiding support beam connection detail citing.
Fig. 6 is the mouth that punches among support beam.
Fig. 7 is that support beam tiltedly puts arrangement.
Fig. 8 is provided with the support beam arrangement citing of diagonal brace.
Specific embodiment
It is explained in detail below in conjunction with attached drawing of the invention
It is as Figure 1-Figure 8:
1-- bracing members beam, 2-- node connector, 3-- edge connector, 4,5-- edge member, 6-- damp plate, weldering
It stitches (7), bolt (8).
Lattice bracing members beam shear wall proposed by the present invention is by straight line or the bracing members beam of weaving manner interconnection
(1), connector (2) (3), edge member (4) (5) damp plate (6), weld seam (7) or bolt (8) composition.The bracing members beam
It is made of the supporting member interconnection of different cross section shape, unlike material.The connector connection support beam and main body knot
Welding or bolt can be used in the girder steel and steel column of structure, the support and support, support and connecting plate of intersection, connecting plate and main structure
It connects.The section form for forming the support of support beam is following (including but not limited to): rectangle, I-shaped, linear type, C-shaped, T shape, garden
Pipe, rectangular tube, channel steel, angle steel, various light-gauge steel sections and the combined shaped in above-mentioned various sections.Damping piece can be placed in intersection
Support between.The spacing of support can according to need adjustment, and support can also form hole, same wall support with partial cutoff
Section and material can be different.The support number of the horizontal direction of support beam can be from 1 to multiple, the vertical direction of support beam
Support number can be from 1 to multiple.Connector can be T-shaped plate, fish platee, angle steel, plate.Damping plate (6) can embed
It is placed between the support beam (1) of intersection, to adjust the rigidity and ductility of lateral resisting wall；Plate is damped by damping material group
At.
The lattice bracing members beam shear wall has the advantage that section is small from heavy and light, has biggish elasticity initial
Rigidity, cost bottom, ductility is good, and production is simple, is easy to calculate, flexible arrangement, and intensity, rigidity and the ductility of regional area can be with
Adjustment as needed, is arranged all kinds of holes on lattice bracing members beam shear wall with can be convenient, how high can both be arranged in
Layer structure, middle infrastructure can also be arranged in, be it is a kind of can satisfy building structure arrangement need and energy dissipation requirement
Novel lateral resistant member.
The above description is merely a specific embodiment, but the protection scope invented is not limited thereto, any ripe
Know those skilled in the art in the technical scope disclosed by the present invention, any changes or substitutions that can be easily thought of, should all contain
Lid is within protection scope of the present invention.Therefore, protection scope of the present invention should be subject to the protection scope in claims.
Claims (5)
1. lattice bracing members beam shear wall, which is characterized in that the lattice bracing members beam shear wall is by straight line or weaving square
The bracing members beam (1) of formula interconnection, node connector (2), edge connector (3), edge member (4) (5) damp plate
(6), weld seam (7) or bolt (8) composition；The bracing members beam (1) is connected by the bar-crossing of different cross section shape, unlike material
Composition；The support beam that node connector (2) connection intersects；Edge connector (3) the connection support beam and main body
The girder steel (5) and steel column (4) of structure；Weldering can be used in the support and support, support and connecting plate of intersection, connecting plate and main structure
Connect (7) or bolt (8).
2. the section form of the support of bracing members beam (1) according to claim 1 is following (including but not limited to): rectangle, work
Font, linear type, C-shaped, T shape, garden pipe, rectangular tube, channel steel, angle steel, various light-gauge steel sections and the combination shape in above-mentioned various sections
Shape, the spacing of support can according to need adjustment, and support can also form hole, same wall support and same branch with partial cutoff
The section of the different parts of support and material can be different, and the support number of the horizontal direction of support beam can be from 1 to multiple, support
The support number of the vertical direction of beam can be from 1 to multiple, and connector (2) (3) can be T-shaped plate, fish platee, angle steel, plate.
3. the bracing members beam (1) of intersection according to claim 1, can be one or two direction is straight line or weaving square
The interconnection of formula, and toothed edge can be set in the edge of steel plate support.
4. node connector (2) according to claim 1 can be placed in support (1) that straight line or weaving manner intersect it
Between, to adjust the rigidity and ductility of lateral resisting wall, welding (7) or bolt is can be used in node connector (2) and support beam (1)
(8)。
It is placed between the support beam (1) of intersection 5. damping plate (6) according to claim 1 can embed, to adjust
The rigidity and ductility of lateral resisting wall；Damping plate is made of damping material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811539973.7A CN110468999A (en) | 2018-12-17 | 2018-12-17 | Lattice bracing members beam shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811539973.7A CN110468999A (en) | 2018-12-17 | 2018-12-17 | Lattice bracing members beam shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110468999A true CN110468999A (en) | 2019-11-19 |
Family
ID=68504756
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811539973.7A Pending CN110468999A (en) | 2018-12-17 | 2018-12-17 | Lattice bracing members beam shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110468999A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216457A (en) * | 2021-05-25 | 2021-08-06 | 哈尔滨工业大学 | Holed buckling-restrained shear wall with buckling-restrained fishplates and construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011241650A (en) * | 2010-05-20 | 2011-12-01 | Taisei Corp | Structural wall |
| CN102383506A (en) * | 2011-08-26 | 2012-03-21 | 傅礼铭 | Bidirectional intensively ribbed mold clamp wall body |
| CN104563331A (en) * | 2014-12-26 | 2015-04-29 | 广州大学 | Load-bearing self-centering stiffened corrugated steel damping wall |
| CN106988484A (en) * | 2017-05-12 | 2017-07-28 | 杭萧钢构股份有限公司 | Buckling-restrained steel coupling beam and its steel plate concrete combined shear wall structural system |
-
2018
- 2018-12-17 CN CN201811539973.7A patent/CN110468999A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011241650A (en) * | 2010-05-20 | 2011-12-01 | Taisei Corp | Structural wall |
| CN102383506A (en) * | 2011-08-26 | 2012-03-21 | 傅礼铭 | Bidirectional intensively ribbed mold clamp wall body |
| CN104563331A (en) * | 2014-12-26 | 2015-04-29 | 广州大学 | Load-bearing self-centering stiffened corrugated steel damping wall |
| CN106988484A (en) * | 2017-05-12 | 2017-07-28 | 杭萧钢构股份有限公司 | Buckling-restrained steel coupling beam and its steel plate concrete combined shear wall structural system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216457A (en) * | 2021-05-25 | 2021-08-06 | 哈尔滨工业大学 | Holed buckling-restrained shear wall with buckling-restrained fishplates and construction method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20191119 |
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| WD01 | Invention patent application deemed withdrawn after publication |