CN108018964A - A kind of steel structure frame shear wall structure and its method of work - Google Patents
A kind of steel structure frame shear wall structure and its method of work Download PDFInfo
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- CN108018964A CN108018964A CN201711338436.1A CN201711338436A CN108018964A CN 108018964 A CN108018964 A CN 108018964A CN 201711338436 A CN201711338436 A CN 201711338436A CN 108018964 A CN108018964 A CN 108018964A
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- steel
- shear wall
- shearing
- frame
- bearing diagonal
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- 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
- E04H9/024—Structures with steel columns and beams
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The present invention relates to technical field of buildings, more particularly to a kind of steel structure frame shear wall structure and its method of work, including：Steel column, section steel beam, shaped steel bearing diagonal；The steel column forms shearing frame with section steel beam；The joint angle is arranged on the four corners of shearing frame, and joint angle is connected with shearing frame by welding machine mode；The shaped steel bearing diagonal is arranged on shearing frame, and shaped steel bearing diagonal is connected with shearing frame by joint angle；The securing plate is arranged at the center of shaped steel bearing diagonal；The shear wall is arranged on the side of shaped steel bearing diagonal；The panel seat is arranged on section steel beam, and panel seat is connected with section steel beam by welding manner.The present invention has easy to use by the improvement in structure, saves material, can effectively reduce cost of manufacture, and structural stability is strong, and bearing capacity is strong, and shock resistance is strong, it is sturdy and durable the advantages of, so as to effectively solve problem and shortage present in existing apparatus.
Description
Technical field
The present invention relates to technical field of buildings, more particularly to a kind of steel structure frame shear wall structure and its method of work.
Background technology
Frame-shear-wall structure is also referred to as frame-shear structure, and this structure is that a certain number of shearings are arranged in frame structure
Wall, this shear wall are known as frame-shear wall, are made of them and flexibly freely use space, meet wanting for different building functions
Ask.Structural steel frame shear wall structure is most commonly used that wherein in frame-shear-wall structure, this structure is typically by structural steel frame
It is hinged with shear wall or rigid connection is used in parallel.
But in existing steel structure frame shear wall structure, there is required, its medium plate shearing to the thickness of steel plate
Wall has larger initial stiffness, is not susceptible to elastic buckling, but this steel plate cost is higher, waste of materials, in addition steel
For steel plate in plate shear wall in stress, the stress of steel plate in the diagonal directions is maximum, and the damage of shear wall usually occurs
At diagonal, the bearing capacity of whole shear wall is reduced, causes shock resistance poor.
The content of the invention
It is an object of the invention to provide a kind of steel structure frame shear wall structure and its method of work, to solve background skill
The problem of cost proposed in art is higher, and waste of materials, structural stability is poor, and bearing capacity is poor, and shock resistance is poor and
Deficiency.
The purpose of the present invention and effect, are reached by technical solution in detail below：
A kind of steel structure frame shear wall structure, including：Steel column, section steel beam, shaped steel bearing diagonal, securing plate, locking screw
Bolt, joint angle, shear wall, panel seat, shearing steel plate, reinforcing rib；The steel column forms shearing frame with section steel beam；The connection
Angle is arranged on the four corners of shearing frame, and joint angle is connected with shearing frame by welding machine mode；The shaped steel bearing diagonal
It is arranged on shearing frame, and shaped steel bearing diagonal is connected with shearing frame by joint angle；The securing plate is arranged on shaped steel
At the center of bearing diagonal；The shear wall is arranged on the side of shaped steel bearing diagonal；The panel seat is arranged on section steel beam, and panel seat
It is connected with section steel beam by welding manner；The shearing steel plate is arranged on panel seat, and is sheared steel plate and passed through welding with panel seat
Mode is connected；The reinforcing rib is arranged on panel seat.
Preferably, the securing plate is arranged on the both sides of shaped steel bearing diagonal in symmetric mode, and passes through between securing plate
Clamping screw is connected.
Preferably, the resemblance of the shaped steel bearing diagonal is in X shapes, and shaped steel bearing diagonal is arranged on pair of shearing frame
At linea angulata.
Preferably, multiple through holes are provided with the panel seat, and reinforcing rib is connected through the through hole with steel column.
Preferably, the reinforcing rib is arranged on the both sides of shearing steel plate in symmetric mode.
The method of work of above-mentioned steel structure frame shear wall structure：Shaped steel bearing diagonal forms geometrical stability knot with shearing frame
Structure, can tentatively share the bearing capacity suffered by steel structure frame shear wall, shear wall is as the anti-bearing capacity component of core, when steel knot
When structure frame-shear wall stress increases, flexing deformation can occur for shearing steel plate, and reinforcing rib can shear steel plate with operative constraint at this time
Flexing deformation, improve shearing steel plate bearing capacity, thus shear steel plate can also reach without using steel plate and should have
Rigidity, the weight of structure itself is not only alleviated, but also also reduce cost of manufacture, since reinforcing rib is set in symmetric mode
The both sides of steel plate are being sheared, are substantially increasing the distortion resistance of shear wall, so that the steel structure frame shear wall structure has
There is stronger shock resistance.
Due to the utilization of above-mentioned technical proposal, the present invention has following advantages compared with prior art：
1st, the setting of securing plate of the present invention, can improve the support firm effect of shaped steel bearing diagonal.
2nd, the setting of shaped steel bearing diagonal of the present invention, can improve the stability of structure entirety.
3rd, the setting of shear wall of the present invention, reduces the cost of shear wall, improves the distortion resistance of shear wall, firm
It is durable.
4th, the present invention is by the improvement in structure, has easy to use, saves material, can effectively reduce cost of manufacture,
Structural stability is strong, and bearing capacity is strong, and shock resistance is strong, it is sturdy and durable the advantages of, so as to effectively solve in existing apparatus
Existing problem and shortage.
Brief description of the drawings
Fig. 1 is the structure diagram of the present invention.
Fig. 2 is the internal structure schematic diagram of the present invention.
Fig. 3 is the shear wall structure schematic diagram of the present invention.
Fig. 4 is the shear wall test structure schematic diagram of the present invention.
In figure：1st, steel column；2nd, section steel beam；3rd, shaped steel bearing diagonal；4th, securing plate；5th, clamping screw；6th, joint angle；7th, cut
Power wall；701st, panel seat；702nd, steel plate is sheared；703rd, reinforcing rib.
Embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other without making creative work
Embodiment, belongs to the scope of protection of the invention.
Please refer to Fig.1 to Fig.4, the present invention provides a kind of technical solution：
A kind of steel structure frame shear wall structure, including：Steel column 1, section steel beam 2, shaped steel bearing diagonal 3, securing plate 4, lock
Tight bolt 5, joint angle 6, shear wall 7, panel seat 701, shearing steel plate 702, reinforcing rib 703；Steel column 1 is formed with section steel beam 2 and cut
Power frame；Joint angle 6 is arranged on the four corners of shearing frame, and joint angle 6 is connected with shearing frame by welding machine mode；Type
Steel bearing diagonal 3 is arranged on shearing frame, and shaped steel bearing diagonal 3 is connected with shearing frame by joint angle 6；Securing plate 4 is set
Put at the center of shaped steel bearing diagonal 3；Shear wall 7 is arranged on the side of shaped steel bearing diagonal 3；Panel seat 701 is arranged on section steel beam 2
On, and panel seat 701 is connected with section steel beam 2 by welding manner；Shearing steel plate 702 is arranged on panel seat 701, and shears steel plate
702 are connected with panel seat 701 by welding manner；Reinforcing rib 703 is arranged on panel seat 701.
Specifically, securing plate 4 is arranged on the both sides of shaped steel bearing diagonal 3 in symmetric mode, and pass through locking between securing plate 4
Bolt 5 is connected, and securing plate 4 can improve the bending resistance of shaped steel bearing diagonal 3, so that the support of shaped steel bearing diagonal consolidates
Effect is good.
Specifically, the resemblance of shaped steel bearing diagonal 3 is in X shapes, and shaped steel bearing diagonal 3 is arranged on the diagonal of shearing frame
Place, shaped steel bearing diagonal 3 are connected by joint angle 6 with shearing frame so that shaped steel bearing diagonal 3 and shearing frame formation geometry are steady
Determine structure, improve the stability of structure entirety.
Specifically, multiple through holes are provided with panel seat 701, and reinforcing rib 703 is connected through through hole with steel column 1, cuts
The pressure that power steel plate 702 is born is transferred on reinforcing rib 703, it is possible to reduce the thickness of shearing steel plate 702, so as to effectively reduce
The manufacture cost of shear wall 7.
Specifically, reinforcing rib 703 is arranged on the both sides of shearing steel plate 702 in symmetric mode, shear wall 7 can be improved
Distortion resistance, makes shear wall 7 sturdy and durable.
The method of work of the present invention：During steel structure frame shear wall stress, shaped steel bearing diagonal 3 forms geometry with shearing frame
Rock-steady structure, can tentatively share the bearing capacity suffered by steel structure frame shear wall, shear wall 7 is as the anti-bearing capacity portion of core
Part, when steel structure frame shear wall stress increases, flexing deformation can occur for shearing steel plate 702, and reinforcing rib 703 can have at this time
The flexing deformation of effect constraint shearing steel plate 702, improves the bearing capacity of shearing steel plate 702, thus shearing steel plate 702 need not
It can also reach due rigidity using steel plate, not only alleviate the weight of structure itself, but also also reduce cost of manufacture, by
The both sides of shearing steel plate 702 are arranged in symmetric mode in reinforcing rib 703, substantially increase the distortion resistance of shear wall 7, from
And make the steel structure frame shear wall structure that there is stronger shock resistance.
In summary：A kind of the steel structure frame shear wall structure and its method of work of the present invention, passes through a kind of steel construction
The setting of frame-shear-wall structure securing plate, can improve the support firm effect of shaped steel bearing diagonal；Pass through a kind of steel construction frame
The setting of frame shear wall structure shaped steel bearing diagonal, can improve the stability of structure entirety；Sheared by a kind of steel structure frame
The setting of wall construction shear wall, reduces the cost of shear wall, improves the distortion resistance of shear wall, sturdy and durable；Pass through
Improvement in above structure, have it is easy to use, save material, can effectively reduce cost of manufacture, structural stability is strong, carrying
Ability is strong, and shock resistance is strong, it is sturdy and durable the advantages of, so as to effectively solve problem and shortage present in existing apparatus.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
Understanding without departing from the principles and spirit of the present invention can carry out these embodiments a variety of changes, modification, replace
And modification, the scope of the present invention is defined by the appended.
Claims (6)
1. a kind of steel structure frame shear wall structure, including：Steel column (1), section steel beam (2), type shaped steel bearing diagonal (3), reinforcing
Plate (4), clamping screw (5), joint angle (6), shear wall (7), panel seat (701), shearing steel plate (702), reinforcing rib (703)；Its
It is characterized in that：The steel column (1) forms shearing frame with section steel beam (2)；The joint angle (6) is arranged on the four of shearing frame
At angle, and joint angle (6) is connected with shearing frame by welding machine mode；The shaped steel bearing diagonal (3) is arranged on shearing frame
On, and shaped steel bearing diagonal (3) is connected with shearing frame by joint angle (6)；The securing plate (4) is arranged on shaped steel bearing diagonal
(3) at center；The shear wall (7) is arranged on the side of shaped steel bearing diagonal (3)；The panel seat (701) is arranged on section steel beam
(2) on, and panel seat (701) is connected with section steel beam (2) by welding manner；The shearing steel plate (702) is arranged on panel seat
(701) on, and shear steel plate (702) and be connected with panel seat (701) by welding manner；The reinforcing rib (703) is arranged on plate
On seat (701).
A kind of 2. steel structure frame shear wall structure according to claim 1, it is characterised in that：The securing plate (4) is in
Symmetric mode is arranged on the both sides of shaped steel bearing diagonal (3), and is connected between securing plate (4) by clamping screw (5).
A kind of 3. steel structure frame shear wall structure according to claim 1, it is characterised in that：The shaped steel bearing diagonal
(3) resemblance is in X shapes, and shaped steel bearing diagonal (3) is arranged at the diagonal of shearing frame.
A kind of 4. steel structure frame shear wall structure according to claim 1, it is characterised in that：On the panel seat (701)
Multiple through holes are provided with, and reinforcing rib (703) is connected through the through hole with steel column (1).
A kind of 5. steel structure frame shear wall structure according to claim 1, it is characterised in that：The reinforcing rib (703)
The both sides of shearing steel plate (702) are arranged in symmetric mode.
A kind of 6. method of work of the shear wall structure of steel structure frame according to claim 1：Shaped steel bearing diagonal (3) and shearing
Frame forms geometrical stability structure, can tentatively share the bearing capacity suffered by steel structure frame shear wall, shear wall (7) is used as core
The anti-bearing capacity component of the heart, when steel structure frame shear wall stress increases, flexing deformation can occur for shearing steel plate (702), at this time
Reinforcing rib (703) can shear the flexing deformation of steel plate (702) with operative constraint, improve the bearing capacity of shearing steel plate (702), such as
This one can also reach due rigidity to shear steel plate (702) without using steel plate, not only alleviate the weight of structure itself,
And cost of manufacture is also reduced, since reinforcing rib (703) is in the both sides that symmetric mode is arranged on shearing steel plate (702), significantly
The distortion resistance of shear wall (7) is improved, so that the steel structure frame shear wall structure has stronger shock resistance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711338436.1A CN108018964A (en) | 2017-12-14 | 2017-12-14 | A kind of steel structure frame shear wall structure and its method of work |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711338436.1A CN108018964A (en) | 2017-12-14 | 2017-12-14 | A kind of steel structure frame shear wall structure and its method of work |
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| Publication Number | Publication Date |
|---|---|
| CN108018964A true CN108018964A (en) | 2018-05-11 |
Family
ID=62073558
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711338436.1A Withdrawn CN108018964A (en) | 2017-12-14 | 2017-12-14 | A kind of steel structure frame shear wall structure and its method of work |
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| Country | Link |
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| CN (1) | CN108018964A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111088860A (en) * | 2020-01-20 | 2020-05-01 | 南京工业大学 | Three-dimensional shear-resistant reinforced concrete shear wall |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09177365A (en) * | 1995-12-28 | 1997-07-08 | Kajima Corp | Mounting structure for steel plate damper in steel structure or steel encased reinforced concrete |
| CN201016187Y (en) * | 2006-12-29 | 2008-02-06 | 北京工业大学 | Built-in steel truss concrete combined giant-scale beam-column framework |
| CN202124961U (en) * | 2011-05-25 | 2012-01-25 | 同济大学 | Profile steel concrete shear wall |
| CN102926485A (en) * | 2012-11-07 | 2013-02-13 | 沈阳建筑大学 | Support double-layer steel plate buckling resisting energy dissipation wall |
| CN204850128U (en) * | 2015-05-23 | 2015-12-09 | 茅金声 | A wall body that is used for buildding fast steel and constructs room |
| CN105155733A (en) * | 2015-08-06 | 2015-12-16 | 奥雅纳工程咨询（上海）有限公司北京分公司 | Prestressed steel plate shear wall capable of separating tension field |
| CN205637233U (en) * | 2016-04-12 | 2016-10-12 | 西安建筑科技大学 | Ancient building wooden frame wall body that consumes energy |
-
2017
- 2017-12-14 CN CN201711338436.1A patent/CN108018964A/en not_active Withdrawn
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09177365A (en) * | 1995-12-28 | 1997-07-08 | Kajima Corp | Mounting structure for steel plate damper in steel structure or steel encased reinforced concrete |
| CN201016187Y (en) * | 2006-12-29 | 2008-02-06 | 北京工业大学 | Built-in steel truss concrete combined giant-scale beam-column framework |
| CN202124961U (en) * | 2011-05-25 | 2012-01-25 | 同济大学 | Profile steel concrete shear wall |
| CN102926485A (en) * | 2012-11-07 | 2013-02-13 | 沈阳建筑大学 | Support double-layer steel plate buckling resisting energy dissipation wall |
| CN204850128U (en) * | 2015-05-23 | 2015-12-09 | 茅金声 | A wall body that is used for buildding fast steel and constructs room |
| CN105155733A (en) * | 2015-08-06 | 2015-12-16 | 奥雅纳工程咨询（上海）有限公司北京分公司 | Prestressed steel plate shear wall capable of separating tension field |
| CN205637233U (en) * | 2016-04-12 | 2016-10-12 | 西安建筑科技大学 | Ancient building wooden frame wall body that consumes energy |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111088860A (en) * | 2020-01-20 | 2020-05-01 | 南京工业大学 | Three-dimensional shear-resistant reinforced concrete shear wall |
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| PB01 | Publication | ||
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| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180511 |
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| WW01 | Invention patent application withdrawn after publication |