CN108678216A - A kind of steel frame shear wall structure - Google Patents
A kind of steel frame shear wall structure Download PDFInfo
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- CN108678216A CN108678216A CN201810378022.XA CN201810378022A CN108678216A CN 108678216 A CN108678216 A CN 108678216A CN 201810378022 A CN201810378022 A CN 201810378022A CN 108678216 A CN108678216 A CN 108678216A
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- end plate
- crossbeam
- plate
- support column
- fish platee
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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
-
- 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
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
- E04B2/62—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members the members being formed of two or more elements in side-by-side relationship
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of steel frame shear wall structures, including：Steel-frame structure and wall panel assembly, steel-frame structure include：Support column, end beam, crossbeam and beam splicing construction；Beam splicing construction includes：First end plate, the second end plate, the first connection bolt assembly, wall panel assembly include：Fish platee, wallboard and the second connection bolt assembly.It is welded and fixed between end beam and support column, form the strong node of firm beam column, first end plate and the second end plate are welded and fixed and open up the first bolt hole, crossbeam, it is welded and fixed fish platee on end beam and support column, it is prefabricated in the factory above, when carrying out the in-site installation of steel frame shear wall structure, second end plate of the first end plate of crossbeam and end beam is matched and uses the first connection bolt assembly connection, to which by steel-frame structure, installation is complete, wallboard is securely fitted in by the second bolt assembly and fish platee on steel-frame structure again later, installation operation is more convenient simple, construction efficiency higher.
Description
Technical field
The invention belongs to field of steel structure more particularly to a kind of steel frame shear wall structures.
Background technology
Steel construction has the characteristics that dead weight is light, anti-seismic performance is good, architecture quality is high, therefore steel construction is often used as building
Material.
Usual steel frame shear wall structure includes steel-frame structure, and steel-frame structure needs to carry out using connection structure
Stable connection, but use rigid connection more in existing connection type, such as：
(1) as shown in a in Fig. 1, the connecting plate applied in the prior art, which adds, to be bolted；
(2) the bolt weldering combination connection applied in the prior art as shown in b, c in Fig. 1 and all-weld joint；
In the prior art, generally use welding connecting mode between the wallboard and steel-frame structure in shear wall structure,
Such as：
(3) as shown in d, e, f, g in Fig. 1, steel frame shear wall structure common in the art,
D is to be welded to connect non-stiffened steel plate shear wall, and e is stiffened steel plate shear wall, and f is anti-buckling steel plate shear force wall, and g is
Slotted steel plate shear wall；
However add the component that need to be assembled by the way of bolt more using connecting plate using existing steel-frame structure, and make
Bolt can protrude from the surface of beam or column so that the surface irregularity of beam or column is carrying out wallboard and steel-frame structure
Junction is difficult to handle when connection, and the connection type for being related to welding needs to use a large amount of equipment and manpower, therefore is using
During the prior art assembles steel frame shear wall structure, there are site operation complexity, and construction efficiency is more low, matter of constructing
The problem of amount is difficult to ensure.
Invention content
Technical problem to be solved by the present invention lies in provide a kind of steel frame shear wall structure, it is intended to solve assembly steel framework
During frame shear wall structure, there are site operation complexity, and construction efficiency is more low, and what construction quality was difficult to ensure asks
Topic.
In order to solve the above technical problems, the invention is realized in this way, a kind of steel frame shear wall structure, including：Steel framework
Frame structure and wall panel assembly, the steel-frame structure include：Support column, end beam, crossbeam and beam splicing construction；The support column
It is provided with more and is vertically arranged, multiple end beams, and each support column are both provided on each support column
On multiple end beams be alternatively arranged along the center line extending direction of the support column, the end beam and the support
Column is vertical, and the corresponding end beam on corresponding two support columns is oppositely arranged, and the first end of the crossbeam is connected to
One of in corresponding two support columns on the beam of end, the second end of the crossbeam is connected to another in corresponding two support columns
On one end beam；It is connected using the beam splicing construction between the end beam and the crossbeam, the beam splicing construction
Including：First end plate, the second end plate, the first connection bolt assembly, the crossbeam both ends are both provided with first end plate, the second end plate
It is arranged on the free end of the end beam, the first connection bolt assembly is arranged in the first end plate and the second end
On plate；The wall panel assembly includes：Fish platee, wallboard and the second connection bolt assembly, the fish platee is respectively assembled at described
On crossbeam, the end beam and the support column, assembly is enclosed between the crossbeam, the end beam and the support column
Space, the wallboard are assemblied in by the fish platee, the second connection bolt assembly in the assembly space, and described second
Connection bolt assembly is arranged on the fish platee and the wallboard.
Further, the plate face of the first end plate is perpendicular to the center line of the crossbeam, the plate face of second end plate
Perpendicular to the center line of the end beam, the first end plate and second end plate match.
Further, the plate face of the first end plate and the center line of the crossbeam are arranged at predetermined angle, and described second
The plate face of end plate and the center line of the end beam are arranged at predetermined angle, and the first end plate and the second end plate phase
Match.
Further, corresponding first bolt hole in position is offered on the first end plate and second end plate,
Wherein, the first connection bolt assembly includes the first connection bolt and the first attaching nut, and the first connection bolt is worn
In in first bolt hole, first attaching nut is connected on the first connection bolt with the fixation first end plate
With second end plate；Offer corresponding second bolt hole in position on the fish platee and the wallboard, described second
It includes the second connection bolt and the second attaching nut to connect bolt assembly, and the second connection bolt is arranged in second bolt
In hole, second attaching nut is connected on the second connection bolt with the fixation wallboard and the fish platee.
Further, first bolt hole equidistant radial arrangement in the vertical direction, and first bolt hole is opposite
It is symmetrical in the plate face center line of the first end plate or second end plate；Second bolt hole along the fish platee length
Spend direction equidistant radial arrangement.
Further, the support column uses steel column, and the end beam and the crossbeam are all made of H profile steel, the wallboard
Plate face on be fixed with ribbed stiffener.
Further, the end beam is fixed by welding manner and the support column, and the first end plate is welded and fixed
On the crossbeam, second end plate is weldingly fixed on the end beam, and the ribbed stiffener is weldingly fixed on the wallboard
On.
Further, the fish platee, which is respectively welded, is fixed on the crossbeam, the end beam and the support column, and
And the fish platee is perpendicular to its corresponding welding surface；Alternatively, the fish platee uses steel angle profile, the crossbeam, the end
The corresponding fish platee is welded on portion's beam and the support column, fish platee is welded by side plate, the fish tail
The second bolt hole is offered on another side plate of plate and the corresponding position of the wallboard, and the second connection bolt assembly is arranged in
Second bolt hole is to fix wallboard and fish platee.
Further, the height of the first end plate is H, and the horizontal depth of beam is h, and H is less than or equal to h, described the
The height of two end plates is H', and the end depth of beam is h', and H' is less than or equal to h'；The width of the first end plate is D, institute
The width for stating crossbeam is d, and D is less than or equal to d, and the width of second end plate is D', and the width of the end beam is d', and D' is small
In or equal to d'.
Further, the free end of the end beam is between the center line for the support column being connect with the end beam
Distance is not less than H and is not more than 1.2m.
Compared with prior art, advantageous effect is the steel frame shear wall structure of the present invention：
1, it is welded and fixed between end beam and support column, forms the strong node of firm beam column, while first end plate and second
End plate is weldingly fixed on crossbeam and end beam and opens up the first bolt hole, is welded and fixed on crossbeam, end beam and support column
Fish platee opens up the second bolt hole on fish platee, above to be prefabricated in the factory, in the scene peace for carrying out steel frame shear wall structure
When dress, the second end plate of the first end plate of crossbeam and end beam is matched and uses the first connection bolt assembly connection, thus will
Installation is complete for steel-frame structure, and wallboard is securely fitted in steel-frame structure by the second bolt assembly and fish platee again later
On, installation operation is more convenient simple, construction efficiency higher；
2, use the beam splicing construction that end plate and connection bolt assembly connecting cross beam and end beam are formed for semirigid structure,
Anti-seismic performance is more preferable, reliability higher, and compared with prior art, and connection bolt assembly will not protrude from crossbeam or end beam
Outer surface so that the junction of crossbeam and end beam is more smooth, by wallboard assembly when on steel-frame structure, junction
It is even closer, and the processing of junction is more convenient simple, improves the construction quality of steel-frame structure；
3, scene is bolted entirely, greatly reduces welding operation, more environmentally protective, in steel frame shear wall structure
Each connecting component prefabricated completion in the factory so that cost has been saved in the waste that material is avoided when constructing at the scene.
Description of the drawings
Fig. 1 is the schematic diagram of beam-to-column connection structure in steel frame shear wall in the prior art；
Fig. 2 is the overall structure diagram of the steel frame shear wall structure of the embodiment of the present invention one；
Fig. 3 be the embodiment of the present invention one steel frame shear wall structure in steel frame overall structure diagram；
Fig. 4 is the enlarged drawing of details A in Fig. 3；
Fig. 5 is the structural schematic diagram of one middle cross beam and first end plate of the embodiment of the present invention；
Fig. 6 is the structural schematic diagram of one medial end portions beam and the second end plate of the embodiment of the present invention；
Fig. 7 is the corner schematic diagram of steel frame shear wall structure in the embodiment of the present invention one；
Fig. 8 is the 1-1 sectional views in Fig. 7；
Fig. 9 is the overall structure diagram of preferred steel frame shear wall structure in the embodiment of the present invention two；
Figure 10 is the overall structure diagram of the steel frame shear wall structure of time choosing in the embodiment of the present invention two；
Figure 11 is the connection diagram of fish platee in the embodiment of the present invention three；
Figure 12 is the connection diagram of fish platee in the embodiment of the present invention four.
In the accompanying drawings, each reference numeral indicates：1, steel-frame structure；11, support column；12, end beam；13, crossbeam；14、
Beam splicing construction；141, first end plate；142, the second end plate；143, the first connection bolt assembly；2, wall panel assembly；21, fish tail
Plate；22, wallboard；23, the second connection bolt assembly；221, ribbed stiffener.
Specific implementation mode
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and
It is not used in the restriction present invention.
Embodiment one：
In the present embodiment, as illustrated in figs. 2 through 8, steel frame shear wall structure includes：Steel-frame structure 1 and wall panel assembly 2,
Steel-frame structure 1 includes：Support column 11, end beam 12, crossbeam 13 and beam splicing construction 14.
Support column 11 is provided with more and is vertically arranged, and multiple end beams 12 is both provided on each support column 11, and every
Multiple end beams 12 on a support column 11 are alternatively arranged along the center line extending direction of support column 11, end beam 12 and support
Column 11 is vertical, and the corresponding end beam 12 on corresponding two support columns 11 is oppositely arranged, and crossbeam 13 is arranged between end beam 12,
The first end of crossbeam 13 one of is connected in corresponding two support columns 11 on end beam 12, and the second end of crossbeam 13 connects
On another end beam 12 in corresponding two support columns 11；14 phase of beam splicing construction is used between end beam 12 and crossbeam 13
Connection, beam splicing construction 14 include：First end plate 141, the second end plate 142, first connect bolt assembly 143,13 both ends of crossbeam
It is both provided with first end plate 141, the second end plate 142 is arranged on the free end of end beam 12, and the first connection bolt assembly 143 is worn
In first end plate 141 and the second end plate 142；Wall panel assembly 2 includes：Fish platee 21 (such as Fig. 8), wallboard 22 and second connect
Bolt assembly 23 is each equipped with fish platee 21, crossbeam 13, end beam 12 and support on crossbeam 13, end beam 12 and support column 11
Assembly space is enclosed between column 11, wallboard 22 connects bolt assembly 23 by fish platee 21, second and is assemblied in assembly space
Interior, the second connection bolt assembly 23 is arranged on fish platee 21 and wallboard 22.
It is welded and fixed between end beam 12 and support column 11, forms the strong node of firm beam column, while 141 He of first end plate
Second end plate 142 is weldingly fixed on crossbeam 13 and end beam 12 and opens up the first bolt hole, crossbeam 13, end beam 12 and branch
It is welded with compatible fish platee 21 on dagger 11, the second bolt hole is opened up on fish platee 21, it is above to be prefabricated in the factory,
When carrying out the in-site installation of steel frame shear wall structure, by the second end plate of the first end plate 141 of crossbeam 13 and end beam 12
142 are matched and are connected using the first connection bolt assembly 143, to which by steel-frame structure 1, installation is complete, later again by wallboard 22
It is securely fitted on steel-frame structure 1 by the second bolt assembly and fish platee 21, installation operation is more convenient simple, construction effect
Rate higher；It uses end plate and connects the beam splicing construction 14 of bolt assembly connecting cross beam 13 and the formation of end beam 12 as semi-rigid knot
Structure, anti-seismic performance is more preferable, reliability higher, and compared with prior art, connection bolt assembly will not protrude from crossbeam 13 or
The outer surface of end beam 12 so that the junction of crossbeam 13 and end beam 12 is more smooth, and wallboard 22 is assembled in steel frame
When in structure 1, junction is even closer, and the processing of junction is more convenient simple, improves the construction of steel-frame structure 1
Quality；Scene is bolted entirely, greatly reduces welding operation, more environmentally protective, respectively connecting in steel frame shear wall structure
Relay part prefabricated completion in the factory so that cost has been saved in the waste that material is avoided when constructing at the scene.
Specifically, in the present embodiment, as in Figure 2-4, the plate face of first end plate 141 is perpendicular to the center of crossbeam 13
Line, perpendicular to the center line of end beam 12, first end plate 141 and the second end plate 142 match for the plate face of the second end plate 142, and
End plate 141 and the second end plate 142 can be adjusted according to the demand of bearing capacity.
As seen in figures 3-6, in order to make to be completely embedded between crossbeam 13 and end beam 12, first end plate 141 and the second end plate
Offer corresponding first bolt hole in position on 142, the first bolt hole equidistant radial arrangement in the vertical direction, and first
Bolt hole is symmetrical relative to the plate face center line of first end plate 141 or the second end plate 142, wherein the first connection bolt assembly 143
Including the first connection bolt and the first attaching nut, the first connection bolt is arranged in the first bolt hole, and the first attaching nut connects
It is connected on the first connection bolt to fix first end plate 141 and the second end plate 142；In conjunction with Fig. 2, Fig. 7 and Fig. 8, the second connection spiral shell
Bolt assembly 23 includes the second connection bolt and the second attaching nut, the second bolt hole along fish platee 21, length direction it is equidistant
It is alternatively arranged, the second connection bolt is arranged in the second bolt hole, and the second attaching nut is connected on the second connection bolt with solid
Determine wallboard 22 and fish platee 21.
In the present embodiment, the first connection bolt and the second connection bolt are all made of high-strength bolt, and preferred use is rubbed
Wiping type high-strength bolt, it is relatively reliable in order to make to connect between crossbeam 13 and end beam 12, in the feelings for meeting minimum spacing requirement
The first connection bolt assembly 143 is covered with the plate face of end plate as possible under condition, by changing first end plate 141 and the second end plate 142
Thickness, and change the first 143 usage quantity of connection bolt assembly, spacing, size, position etc., thus it is possible to vary beam
The rigidity of of splicing construction 14 itself, and by adjusting the sectional dimension and length of end beam 12 and crossbeam 13, thus it is possible to vary three
The rigidity of Duan Liang, to play the adjustment redistribution of the moment to entirely splicing beam section or even beam column construction, to meet difference
Building demand under situation.
In the present embodiment, support column 11 uses steel column material, and end beam 12 and crossbeam 13 are all made of H profile steel, end beam
12 are connect by welding manner with support column 11, and fish platee 21 and wallboard 22 are all made of steel plate, and first end plate 141 is weldingly fixed on
On crossbeam 13, the second end plate 142 is weldingly fixed on end beam 12, is welded on crossbeam 13, end beam 12 and support column 11
Fish platee 21, and fish platee 21, perpendicular to its corresponding welding surface, ribbed stiffener 221 is weldingly fixed on wallboard 22, ribbed stiffener
221 it is existing it is horizontally disposed also have be vertically arranged, to form crisscross structure, the structure for improving wallboard 22 is strong
Degree.Welding job prefabricated completion in the factory reduces equipment and manpower to avoid using welding manner at the construction field (site)
It uses, it is more cost-effective and more environmentally-friendly.
As shown in Figure 5, Figure 6, the height of first end plate 141 is H, and the height of crossbeam 13 is h, and H is less than or equal to h, second
The height of end plate 142 is H', and the height of end beam 12 is h', and H' is less than or equal to h'；The width of first end plate 141 is D, crossbeam
13 width is d, and D is less than or equal to d, and the width of the second end plate 142 is D', and the width of end beam 12 is d', and D' is less than or waits
In d', in this way, compared with prior art, the side surface of beam splicing construction 14 can be made more smooth, to make steel-frame structure 1
More convenient when being connected between wall panel assembly 2, connection is even closer.
In order to ensure the reliability of beam splicing construction 14, the free end of end beam 12 to the support being connect with the end beam 12
The distance between center line of column 11 is not less than H and is not more than 1.2m.
Embodiment two：
Steel frame shear wall structure in the present embodiment and embodiment one difference lies in, the plate face of first end plate 141 with
The center line of crossbeam 13 is arranged at predetermined angle, plate face and the end beam 12 of the second end plate 142
Center line be arranged at predetermined angle, and first end plate 141 and the second end plate 142 match.
Preferably, as shown in figure 9, angle is set as 45 ° between the plate face of first end plate 141 and the center line of crossbeam 13,
So that the beam splicing construction 14 at 13 both ends of crossbeam is at herringbone, when crossbeam 13 is by power straight down, splices in beam and tie
In structure 14, the first connection bolt can be by the shearing force along 141 plate face of first end plate direction downward, and the second end plate 142 can be by
To the axial compressive force along 12 centerline direction of end beam, stablize to carry crossbeam 13.With first end plate 141 and second end
Plate 142 is each perpendicular to compare when the center line of crossbeam 13, the shearing that the first connection bolt in beam splicing construction 14 may be subject to
Smaller, therefore the case where first connects bolt shear destruction in beam splicing construction 14 can be greatly reduced and occurred so that beam splices
The better reliability of structure 14, therefore further increase the stability of steel-frame structure 1.
Secondary choosing, as shown in Figure 10, angle is set as 45 ° between the plate face and the center line of crossbeam 13 of first end plate 141,
So that the beam splicing construction 14 at 13 both ends of crossbeam is at positive splayed, when crossbeam 13 is by power straight down, splices in beam and tie
In structure 14, the first connection bolt can be by the shearing force along 141 plate face of first end plate direction downward, and the first connection bolt
It can be by axial tension (shearing force and axial tension be mainly born by connection bolt assembly), with first end plate 141 and second
End plate 142 is each perpendicular to compare when the center line of crossbeam 13, and beam splicing construction 14 is suffered to shear smaller, therefore can greatly reduce company
The case where connecting bolt shear destruction, occurs so that the better reliability of beam splicing construction 14, therefore further increase steel
The stability of frame structure 1.
Embodiment three：
Steel frame shear wall structure in the present embodiment and embodiment one difference lies in, as shown in figure 11, fish platee 21
Using steel angle profile, corresponding fish platee 21 is welded on crossbeam 13, end beam 12 and support column 11, fish platee 21 is logical
Side plate welding is crossed, the second bolt hole, and second are offered on another side plate of fish platee 21 and the corresponding position of wallboard 22
Connection bolt assembly 23 is arranged in the second bolt hole to fix wallboard 22 and fish platee 21, and the welding job of fish platee 21 exists
Prefabrication is completed.Fish platee 21 and crossbeam 13, end beam 12 and support can be ensured as fish platee 21 using steel angle profile
Connection more secure rigid between column 11 so that steel frame shear wall structure is more safe and reliable.
Example IV：
Difference lies in the present embodiment for steel frame shear wall structure and embodiment one and embodiment three in the present embodiment
In, as shown in figure 12, fish platee 21 uses T-type structure, fish platee 21 to be separately fixed at crossbeam 13, end beam by welding manner
12 and support column 11 on, the side that is connected with fish platee 21 of wallboard 22 is welded with connecting plate, and connecting plate hangs down with wallboard 22
Directly, the corresponding position of connecting plate and fish platee 21 offers the second bolt hole, and the second connection bolt assembly 23 is arranged in
To fix wallboard 22 and fish platee 21, the welding job of fish platee 21 and connecting plate has been prefabricated in the factory second bolt hole
At.Using the scheme of the present embodiment, positioned when carrying out the assembly of wallboard 22 and fish platee 21 it is more convenient precisely, to improve
The efficiency of assembling and assembling quality of steel frame shear wall structure.
It illustrates：
Strong column and weak beam (strong column and weak beam) refers to that frame structure plastic hinge is made to appear in beam-ends
Design requirement.To improve the deformability of structure, prevent from collapsing in the case where violent earthquake acts on." strong column and weak beam " is not only hand
Section and purpose, means show that people artificially amplify the design moment of column, do not amplify to beam.Its purpose shows tune
It is strong before the bending resistance ratio of column after whole, and beam is constant.I.e. it is bigger than beam to improve degree for the ability of column.In this way beam column together by
When power, beam-ends can be surrendered prior to column.Therefore, the beam splicing construction 14 applied in the technical program is to end beam 12 and crossbeam 13
Between connection function (i.e. the semirigid structure attribute of beam splicing construction), when the beam column in the technical program is by powerful external force
When effect, which is first subjected to surrender, and support column 11 remains to keep the integrated support of building, reaches raising
The purpose of shock resistance of the building.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
All any modification, equivalent and improvement etc., should all be included in the protection scope of the present invention made by within refreshing and principle.
Claims (10)
1. a kind of steel frame shear wall structure, which is characterized in that including：Steel-frame structure (1) and wall panel assembly (2), the steel
Frame structure (1) includes：Support column (11), end beam (12), crossbeam (13) and beam splicing construction (14)；
The support column (11) is provided with more and is vertically arranged, and multiple ends are both provided on each support column (11)
Portion's beam (12), and multiple end beams (12) on each support column (11) are along the center line of the support column (11)
Extending direction is alternatively arranged, and the end beam (12) is vertical with the support column (11), on corresponding two support columns (11)
The corresponding end beam (12) be oppositely arranged, the first end of the crossbeam (13) is connected in corresponding two support columns (11)
One of on end beam (12), the second end of the crossbeam (13) is connected to another in corresponding two support columns (11)
On end beam (12)；
It is connected using the beam splicing construction (14) between the end beam (12) and the crossbeam (13), the beam splicing knot
Structure (14) includes：First end plate (141), the second end plate (142), the first connection bolt assembly (143), crossbeam (13) both ends
It is both provided with first end plate (141), the second end plate (142) is arranged on the free end of the end beam (12), and described first connects
Connecting bolt component (143) is arranged in the first end plate (141) and second end plate (142)；
The wall panel assembly (2) includes：Fish platee (21), wallboard (22) and the second connection bolt assembly (23), the fish platee
(21) it is respectively assembled on the crossbeam (13), the end beam (12) and the support column (11), it is the crossbeam (13), described
Assembly space is enclosed between end beam (12) and the support column (11), the wallboard (22) passes through the fish platee
(21), the second connection bolt assembly (23) is assemblied in the assembly space, and the second connection bolt assembly (23) is worn
On the fish platee (21) and the wallboard (22).
2. steel frame shear wall structure as described in claim 1, which is characterized in that the plate face of the first end plate (141) is hung down
Directly in the center line of the crossbeam (13), the plate face of second end plate (142) perpendicular to the end beam (12) center line,
The first end plate (141) and second end plate (142) match.
3. steel frame shear wall structure as described in claim 1, which is characterized in that the plate face of the first end plate (141) with
The center line of the crossbeam (13) is arranged at predetermined angle, the plate face of second end plate (142) and the end beam (12)
Center line is arranged at predetermined angle, and the first end plate (141) and second end plate (142) match.
4. the steel frame shear wall structure as described in any one of claims 1 to 3, which is characterized in that the first end plate
(141) and on second end plate (142) corresponding first bolt hole in position is offered, wherein the first connection spiral shell
Bolt assembly (143) includes the first connection bolt and the first attaching nut, and the first connection bolt is arranged in first bolt
In hole, first attaching nut is connected on the first connection bolt with the fixation first end plate (141) and described the
Two end plates (142)；
Corresponding second bolt hole in position, second connection are offered on the fish platee (21) and the wallboard (22)
Bolt assembly (23) includes the second connection bolt and the second attaching nut, and the second connection bolt is arranged in second bolt
In hole, second attaching nut is connected on the second connection bolt with the fixation wallboard (22) and the fish platee
(21)。
5. steel frame shear wall structure as claimed in claim 4, which is characterized in that first bolt hole is in the vertical direction
Equidistant radial arrangement, and first bolt hole is relative to the first end plate (141) or the plate face of second end plate (142)
Center line is symmetrical；
Second bolt hole along the fish platee (21) length direction equidistant radial arrangement.
6. the steel frame shear wall structure as described in any one of claims 1 to 3, which is characterized in that the support column
(11) steel column, the end beam (12) and the crossbeam (13) is used to be all made of H profile steel, fixed in the plate face of the wallboard (22)
There is ribbed stiffener (221).
7. steel frame shear wall structure as claimed in claim 6, which is characterized in that the end beam (12) passes through welding manner
Fixed with the support column (11), the first end plate (141) is weldingly fixed on the crossbeam (13), second end plate
(142) it is weldingly fixed on the end beam (12), the ribbed stiffener (221) is weldingly fixed on the wallboard (22).
8. steel frame shear wall structure as claimed in claim 7, which is characterized in that
The fish platee (21), which is respectively welded, is fixed on the crossbeam (13), the end beam (12) and the support column (11)
On, and the fish platee (21) is perpendicular to its corresponding welding surface；
Alternatively, the fish platee (21) uses steel angle profile, the crossbeam (13), the end beam (12) and the support column
(11) the corresponding fish platee (21) is welded on, fish platee (21) is welded by side plate, the fish platee
(21) the second bolt hole, and the second connection bolt assembly are offered on the corresponding position of another side plate and the wallboard (22)
(23) the second bolt hole is arranged in so that wallboard (22) and fish platee (21) is fixed.
9. steel frame shear wall structure as claimed in claim 8, which is characterized in that the height of the first end plate (141) is
The height of H, the crossbeam (13) are h, and H is less than or equal to h, and the height of second end plate (142) is H', the end beam
(12) height is h', and H' is less than or equal to h'；
The width of the first end plate (141) is D, and the width of the crossbeam (13) is d, and D is less than or equal to d, the second end
The width of plate (142) is D', and the width of the end beam (12) is d', and D' is less than or equal to d'.
10. steel frame shear wall structure as claimed in claim 9, which is characterized in that the free end of the end beam (12) is extremely
The distance between center line of the support column (11) being connect with the end beam (12) is not less than H and is not more than 1.2m.
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| CN116025081A (en) * | 2023-01-16 | 2023-04-28 | 上海市地震局 | Frame combined structure of shear wall and heavy wood and manufacturing method thereof |
| CN116201264A (en) * | 2023-03-21 | 2023-06-02 | 北京工业大学 | Assembled special-shaped column steel frame-shear wall structure capable of repairing Liang Zhushuang nodes |
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Application publication date: 20181019 |