CN115262801B - Wave-shaped single-steel-plate shear wall system - Google Patents
Wave-shaped single-steel-plate shear wall system Download PDFInfo
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- CN115262801B CN115262801B CN202210927618.7A CN202210927618A CN115262801B CN 115262801 B CN115262801 B CN 115262801B CN 202210927618 A CN202210927618 A CN 202210927618A CN 115262801 B CN115262801 B CN 115262801B
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 261
- 239000010959 steel Substances 0.000 claims abstract description 261
- 230000007246 mechanism Effects 0.000 claims abstract description 25
- 238000005452 bending Methods 0.000 claims description 17
- 230000000694 effects Effects 0.000 abstract description 3
- 238000003466 welding Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000033001 locomotion Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Classifications
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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
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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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
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- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The application discloses a wave-shaped single-steel-plate shear wall system, which relates to the technical field of building structures and comprises a first frame body, a first wave-shaped steel plate fixed on the inner wall of the first frame body, and a first plane steel plate fixed on the inner wall of the first frame body and positioned on one side of the first wave-shaped steel plate, wherein the length direction of waves of the first wave-shaped steel plate is parallel to the first plane steel plate; the first frame body is provided with a filling assembly positioned at the position, deviating from the first plane steel plate, of the first waveform steel plate, a connecting portion is arranged between the first plane steel plate and the first waveform steel plate, and the first frame body is provided with an adjusting mechanism for connecting the connecting portion and adjusting the strength of the connecting portion. The shear wall strength adjustable capacity improving device has the effect of improving the shear wall strength adjustable capacity.
Description
Technical Field
The invention relates to the technical field of building structures, in particular to a waveform single-steel-plate shear wall system.
Background
Shear walls are also known as wind-resistant walls, shock-resistant walls or structural walls. A wall body in a house or a structure mainly bears horizontal load and vertical load caused by wind load or earthquake action, and prevents the shearing damage of the structure.
In the related technology, the steel plate shear wall has better shear strength, the construction period of the steel plate shear wall is shortened, the industrial waste of the field is reduced, and the steel plate shear wall is a development trend of modern building construction; the general steel plate shear wall comprises two opposite steel plates and a first connecting part between the steel plates, wherein the first connecting part is used for supporting the deformation of the steel plates and improving the bearing capacity of the steel plates; the first connection portion is generally realized by welding a steel bar, a steel pipe, or the like with a steel plate.
In the process of realizing the application, the inventor finds that at least the following problems exist in the technology, when the bearing capacity of the steel plate shear wall is insufficient, the strength of the shear wall is difficult to adjust, the shear wall is not available, and the material is wasted.
Disclosure of Invention
To improve the ability of shear wall strength adjustability, the present application provides a wave form single steel plate shear wall system.
The utility model provides a wave form single steel sheet shear force wall system adopts following technical scheme:
a wave-shaped single-steel-plate shear wall system comprises a first frame body, a first wave-shaped steel plate fixed on the inner wall of the first frame body, and a first plane steel plate fixed on the inner wall of the first frame body and positioned on one side of the first wave-shaped steel plate, wherein the length direction of waves of the first wave-shaped steel plate is parallel to the first plane steel plate; the first frame body is provided with a filling assembly positioned at the position, deviating from the first plane steel plate, of the first waveform steel plate, a connecting portion is arranged between the first plane steel plate and the first waveform steel plate, and the first frame body is provided with an adjusting mechanism for connecting the connecting portion and adjusting the strength of the connecting portion.
By adopting the technical scheme, the first corrugated steel plate and the first plane steel plate deform under the influence of shearing force, gravity and the like; the staff can drive the connecting part through the adjustment mechanism, realizes the strengthening to the whole atress of the device through the connecting part, is formed through offset deformation volume with first wave form steel sheet and first plane steel sheet.
Optionally, the filling component comprises a fixed steel plate fixed on the inner wall of the first frame body and used for filling the surface of the first corrugated steel plate.
Through adopting above-mentioned technical scheme, fixed steel sheet is located first wave form steel sheet and deviates from first plane steel sheet one side, because first wave form steel sheet has the buckling of ripple, leads to the later stage construction comparatively loaded down with trivial details, consequently the side that the accessible fixed steel sheet made the device is level and smooth, and through the fixed plate to first framework for the bulk strength of the device can further strengthen.
Optionally, the filling assembly includes a second frame, a second corrugated steel plate fixed on the inner wall of the second frame, and a second planar steel plate fixed on the inner wall of the second frame and located at one side of the second corrugated steel plate, where the corrugated length direction of the second corrugated steel plate is parallel to the second planar steel plate; the structure between the second plane steel plate and the second corrugated steel plate is the same as the connection part between the first plane steel plate and the first corrugated steel plate, and the connection structure of the adjusting mechanism is the same as that of the first plane steel plate and the first corrugated steel plate; the first corrugated steel plate and the second corrugated steel plate are positioned between the first plane steel plate and the second plane steel plate, and the filling assembly is fixed on the side walls of the first frame body and the first corrugated steel plate; the corrugation length direction of the first corrugated steel plate is parallel to the corrugation length direction of the second corrugated steel plate.
Through adopting above-mentioned technical scheme, when the bearing strength of first framework, first wave form steel sheet, first plane steel sheet and fixed steel sheet is insufficient, staff's accessible trades fixed steel sheet into second framework, second wave form steel sheet and second plane steel sheet for the thickness of shear force wall increases, and the steel sheet cutting that uses increases, and through the mutual butt of first wave form steel and second wave form steel, with this intensity improvement to the device of realization.
Optionally, the corrugated bending of the first corrugated steel plate and the corrugated bending of the second corrugated steel plate are reversely arranged.
Through adopting above-mentioned technical scheme, buckling in the ripple of first wave form steel sheet and second wave form steel sheet is reverse setting, can make the protruding department that first wave form steel sheet buckled be located the recess of buckling of second wave form steel sheet, then the shear force wall can not be too big when improving its intensity to change of thickness.
Optionally, the corrugated bending of the first corrugated steel plate and the corrugated bending of the second corrugated steel plate are arranged in the same direction.
Through adopting above-mentioned technical scheme, first wave form steel sheet and second wave form steel sheet can constitute a plurality of hexagon structure and set up for the shear force wall is more stable, can improve its bearing capacity simultaneously.
Optionally, connecting portion is including being provided with a plurality of connecting rods, and connecting rod one end rotates to be connected in first wave form steel sheet or second wave form steel sheet lateral wall, and the other end of connecting rod slides to be connected in first plane steel sheet or second plane steel sheet lateral wall, and the axis of rotation of connecting rod perpendicular to connecting rod slides to be connected in the direction of first plane steel sheet or second plane steel sheet.
Through adopting above-mentioned technical scheme, adjustment mechanism realizes the removal of connecting rod, and the removal of connecting rod realizes the regulation to first wave form steel sheet, second wave form steel sheet, first plane steel sheet and second plane steel sheet deformation to this stabilizes the deformation volume of first wave form steel sheet, second wave form steel sheet, first plane steel sheet and second plane steel sheet, adjusts the bearing capacity of shear force wall.
Optionally, the connecting rods are in a plurality of groups, and each group of connecting rods is divided into two groups; the connecting rods of each group are parallel to each other in the length direction and are arranged at intervals along the corrugated length direction of the first plane steel plate, and the two groups of connecting rods in each group are arranged in a crossing way.
Through adopting above-mentioned technical scheme, every group connecting rod is the cross arrangement for the connecting rod supports and strengthens more effectively to first wave form steel sheet, second wave form steel sheet, first plane steel sheet and second plane steel sheet.
Optionally, the connecting rod is connected to a bent sidewall of the first corrugated steel plate or the second corrugated steel plate.
Through adopting above-mentioned technical scheme, the lateral wall of buckling of first wave form steel sheet and second wave form steel sheet is more yielding relative first wave form steel sheet and second wave form steel sheet elsewhere, consequently sets up the supporting point of connecting rod at the lateral wall of buckling of first wave form steel sheet or second wave form steel sheet.
Optionally, the adjusting mechanism comprises a linkage rod arranged on one of the connecting rods of each group, the linkage rod is connected to all the connecting rods of each group, and both ends of the linkage rod penetrate through the first frame; the adjusting mechanism further comprises two gears fixed on the linkage rod, the two gears are positioned on two sides of the connecting rods, the adjusting mechanism comprises two racks which are respectively fixed on the side walls of the first frame body and the second frame body and are used for meshing the gears, and one rack on the first frame body or the second frame body is meshed with all the gears positioned on one side of the connecting rods; the adjustment mechanism further includes a securing assembly for securing the gear.
By adopting the technical scheme, the connecting rods in each group are driven to move through the linkage rod, so that the structure is enhanced; the rotation of the linkage rod drives the gear to move, the meshing of the gear and the rack realizes the movement and the positioning through the fixing component.
Optionally, the first frame body and the second frame body are provided with a plurality of positioning holes, and the positioning holes are arranged at intervals along the sliding direction of the connecting rod connected to the first plane steel plate; the fixing component comprises a positioning steel bar which is fixed on the first frame body or the second frame body and positioned in the corresponding positioning hole, and the positioning steel bar is parallel to the linkage rod and positioned in a tooth slot of the gear.
Through adopting above-mentioned technical scheme, the gangbar that the regulation accomplished will be realized fixing through the spacer bar, and the spacer bar is located the tooth's socket of gear, reduces gear pivoted possibility, realizes the location to the gangbar.
In summary, the present application includes at least one of the following beneficial technical effects:
be provided with connecting portion between first wave form steel sheet and the first parallel steel sheet, realize the support to first wave form steel sheet and first parallel steel sheet through the connecting rod, reduce first wave form steel sheet and first parallel steel sheet deformation, improve the bearing capacity of shear force wall, and accessible adjustment mechanism realizes the regulation to the connecting rod.
The adjustment of the overall structural strength and thickness of the device is realized by different combination modes of the first corrugated steel plate and the second corrugated steel plate.
Drawings
Fig. 1 is a schematic overall structure of a first embodiment of the present application.
Fig. 2 is a schematic diagram of an internal structure of the first embodiment of the present application.
Fig. 3 is a schematic view of another view structure according to the first embodiment of the present application.
Fig. 4 is a schematic structural view of the connection portion.
Fig. 5 is an enlarged view of the structure of the connection portion.
Fig. 6 is a schematic view of the overall structure of the adjusting mechanism.
Fig. 7 is a schematic overall structure of a second embodiment of the present application.
Fig. 8 is a schematic overall structure of a third embodiment of the present application.
Reference numerals illustrate:
1. a first frame; 2. a first corrugated steel plate; 3. a first planar steel plate; 4. a filling assembly; 5. a connection part; 6. an adjusting mechanism; 7. fixing the steel plate; 8. a second frame; 9. a second corrugated steel plate; 10. a second planar steel plate; 11. a connecting rod; 12. a linkage rod; 13. a gear; 14. a rack; 15. a fixing assembly; 16. positioning holes; 17. positioning reinforcing steel bars; 18. a sleeve.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-8.
Embodiment one:
the embodiment of the application discloses a wave-shaped single-steel-plate shear wall system, referring to fig. 1, 2, 3 and 4, comprising a first frame body 1, a first wave-shaped steel plate 2 welded on the inner side wall of the first frame body 1, and a first plane steel plate 3 welded on the inner side wall of the first frame body 1, wherein the first wave-shaped steel plate 2 and the first plane steel plate 3 are vertically arranged; the first corrugated steel plate 2 is positioned on one side of the first plane steel plate 3, the wave length directions of the first corrugated steel plate 2 are parallel to the first plane steel plate 3, the distance between the first plane steel plate 3 and the first corrugated steel plate 2 is fixed, and the first frame body 1, the first corrugated steel plate 2 and the first plane steel plate 3 are of a square structure; the first frame body 1 can be formed by welding four channel steel, a groove of the channel steel is formed towards one side deviating from the first corrugated steel plate 2, and the groove of the first frame body 1 can be connected with other structures in manners of embedding bars, concrete pouring and the like; the first frame body 1 is provided with a filling component 4 which is positioned on the first corrugated steel plate 2 and deviates from the first plane steel plate 3, a connecting part 5 is arranged between the first corrugated steel plate 2 and the first plane steel plate 3, the connecting part 5 is used for supporting the first plane steel plate 3 and the first corrugated steel plate 2, the deformation amount of the first plane steel plate 3 and the first corrugated steel plate 2 is reduced, and the bearing capacity of the first plane steel plate 3 and the first corrugated steel plate 2 is improved; the first frame body 1 is further provided with an adjusting mechanism 6 for connecting the connecting portion 5, and the deformation of the first plane steel plate 3 and the first waveform steel plate 2 is reduced through the adjusting mechanism 6, so that the strength of the shear wall is improved.
Referring to fig. 1, the filling assembly 4 includes a fixing steel plate 7 welded on an inner sidewall of the first frame body 1, the fixing steel plate 7 is used for covering a bare bending surface of the first corrugated steel plate 2, so that later construction is facilitated, and meanwhile, the fixing steel plate 7 is increased to be beneficial to improving the bearing capacity strength of the device.
Referring to fig. 4 and 5, the connection part 5 includes a plurality of connection rods 11, one end of each connection rod 11 is rotatably connected to a side wall of the first corrugated steel plate 2, the other end of each connection rod 11 is slidably connected to the first planar steel plate 3, the rotation axis of each connection rod 11 is vertically arranged, and the sliding direction of each connection rod 11 connected to the first planar steel plate 3 is horizontally arranged; the sliding mode of connecting rod 11 one end accessible welds the slide rail on first plane steel sheet 3, rotates at connecting rod 11 tip and is connected with the slider, and the slider slides in the slide rail and realizes the motion of connecting rod 11.
Referring to fig. 4 and 5, the plurality of connecting rods 11 are divided into a plurality of groups, each group of connecting rods 11 is divided into a plurality of subgroups, the plurality of connecting rods 11 of each subgroup are uniformly arranged at intervals along the corrugated length direction of the first corrugated steel plate 2, the length directions of the connecting rods 11 of each subgroup are mutually parallel, the two subgroups of connecting rods 11 of each subgroup are arranged in a crossing manner under vertical projection, and contact points of the connecting rods 11 connected to the first corrugated steel plate 2 are all bending side walls of the first corrugated steel plate 2, so that the supporting of the connecting rods 11 on the bending side walls is realized; the adjusting mechanism 6 comprises a linkage rod 12 arranged on one connecting rod 11 of each group, the linkage rod 12 is connected to all connecting rods 11 corresponding to each group, two ends of the linkage rod 12 penetrate through the upper side wall and the lower side wall of the first frame body 1, and a plurality of linkage rods 12 are vertically arranged; the staff pushes a plurality of connecting rods 11 of each group to jointly move through the linkage rod 12, so that the supporting force of the connecting rods 11 on the first plane steel plate 3 and the first corrugated steel plate 2 is enhanced; the adjusting mechanism 6 further comprises two gears 13 welded on the linkage rod 12, the two gears 13 are positioned at the outer side of the first frame body 1, the adjusting mechanism 6 further comprises two racks 14 welded on the first frame body 1, the racks 14 are respectively positioned on the upper surface and the lower surface of the first frame body 1, and the length direction of each rack 14 is parallel to the sliding direction of the connecting rod 11 connected with the first plane steel plate 3; the plurality of gears 13 located above the first frame 1 are all meshed with the racks 14 located above the first frame 1, and the plurality of gears 13 located below the first frame 1 are all meshed with the racks 14 located below the first frame 1, so that the gears 13 are rotated, and the gears 13 move on the racks 14 to push the connecting rods 11.
Referring to fig. 5, the connection manner of the connection rod 11 and the link rod 12 is as follows: the connecting rod 11 is connected with a sleeve 18 in a sliding manner, and the sliding direction of the sleeve 18 is parallel to the axis direction of the connecting rod 11; the sleeve 18 is rotationally connected with the linkage rod 12, and the rotation axis of the sleeve 18 and the linkage rod 12 is coaxial with the rotation axis of the linkage rod 12, so that interference phenomenon of the linkage rod 12 in the process of pushing the connecting rod 11 to move is prevented.
Referring to fig. 4 and 6, the adjustment mechanism 6 further comprises a fixing assembly 15 for fixing the gear 13; the first frame body 1 is provided with a plurality of positioning holes 16, the positioning holes 16 penetrate through the upper surface and the lower surface of the first frame body 1, and the positioning holes 16 are uniformly and alternately arranged along the length direction parallel to the rack 14; the fixing assembly 15 comprises positioning steel bars 17 penetrating through the positioning holes 16, the number of the positioning steel bars 17 is the same as that of the gears 13, and the positioning steel bars 17 and the first frame body 1 are fixed through welding; the positioning steel bars 17 are positioned in tooth grooves of the corresponding gears 13, so that the gears 13 are clamped and fixed; later stage is to realizing pouring in the framework recess, also can be to its further fixation.
The implementation principle of the waveform single-steel-plate shear wall system provided by the embodiment of the application is as follows: the staff can move the gears 13 on the racks 14 by rotating the gears 13, so that the plurality of connecting rods 11 of each group move together, the support of the first corrugated steel plate 2 and the first plane steel plate 3 is realized, and the deformation of the first corrugated steel plate 2 and the first plane steel plate 3 is reduced; fixing is achieved through a positioning steel bar 17 mode, the adjusted device is welded with a fixed steel plate 7, and the device moves to a construction place to achieve connection.
Embodiment two:
the second embodiment differs from the first embodiment in that: referring to fig. 7, the filling assembly 4 includes a second frame 8, a second corrugated steel plate 9 welded to an inner side wall of the second frame 8, and a second flat steel plate 10 welded to an inner wall of the second frame 8, wherein the second flat steel plate 10 and the first flat steel plate 3 are parallel to each other, and the second flat steel plate 10 and the first flat steel plate 3 are positioned at both sides of the first corrugated steel plate 2 and the second corrugated steel plate 9; and the corrugated length of the second corrugated steel plate 9 is parallel to the length direction of the first corrugated steel plate 2; the structure between the second corrugated steel plate 9 and the second plane steel plate 10 is the same as the structure of the connecting part 5 and the adjusting mechanism 6 between the first corrugated steel plate 2 and the first plane steel plate 3; the strength of a single part of the filling assembly 4 can be adjusted, and a worker can adjust the strength of the shear wall by welding different filling assemblies 4; the first corrugated steel plate 2 and the second corrugated steel plate 9 are fixed through welding, and the first frame body 1 and the second frame body 8 are fixed through welding.
Referring to fig. 7, the corrugated bending direction of the first corrugated steel plate 2 is the same as the corrugated bending direction of the second corrugated steel plate 9, and the portion of the second corrugated steel plate 9 protruding from the second frame 8 may be located inside the recess of the first corrugated steel plate 2 under the orthographic projection, so as to achieve the bonding of the first corrugated steel plate 2 and the second corrugated steel plate 9.
The implementation principle of the waveform single-steel-plate shear wall system provided by the embodiment of the application is as follows: the bending side wall of the second corrugated steel plate 9 is tightly attached to the bending side wall of the first corrugated steel plate 2, and the joint between the filling assembly 4 and the first frame body 1 as well as the joint between the filling assembly and the first corrugated steel plate 2 are welded, so that the effect of improving the strength of the shear wall is achieved.
Embodiment III:
the third embodiment is different from the second embodiment in that: referring to fig. 8, the first corrugated steel plate 2 and the second corrugated steel plate 9 are provided with opposite corrugated bends, and the first corrugated steel plate 2 and the second corrugated steel plate 9 form a hexagonal structure under the orthographic projection, and at this time, the first frame 1, the first corrugated steel plate 2, the first flat steel plate 3, the second frame 8, the second corrugated steel plate 9, and the second flat steel plate 10 have the same structural shape.
The implementation principle of the waveform single-steel-plate shear wall system provided by the embodiment of the application is as follows: the arrangement of the connection of the first corrugated steel plate 2 and the second corrugated steel plate 9 is different from that of the implementation, and the connection of the first corrugated steel plate 2 and the second corrugated steel plate 9 forms a hexagonal structure so that the integral shear wall is more stable.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (5)
1. The utility model provides a wave form single steel sheet shear wall system which characterized in that: the corrugated steel plate comprises a first frame body (1), a first corrugated steel plate (2) fixed on the inner wall of the first frame body (1), and a first plane steel plate (3) fixed on the inner wall of the first frame body (1) and positioned on one side of the first corrugated steel plate (2), wherein the corrugated length direction of the first corrugated steel plate (2) is parallel to the first plane steel plate (3); the first frame body (1) is provided with a filling assembly (4) positioned at the position, deviating from the first plane steel plate (3), of the first waveform steel plate (2), a connecting part (5) is arranged between the first plane steel plate (3) and the first waveform steel plate (2), the first frame body (1) is provided with an adjusting mechanism (6) which is used for connecting the connecting part (5) and adjusting the strength of the connecting part (5), the filling assembly (4) comprises a second frame body (8), a second waveform steel plate (9) fixed on the inner wall of the second frame body (8), a second plane steel plate (10) fixed on the inner wall of the second frame body (8) and positioned on one side of the second waveform steel plate (9), and the corrugated length direction of the second waveform steel plate (9) is parallel to the second plane steel plate (10); the structure between the second plane steel plate (10) and the second corrugated steel plate (9) is the same as the connection structure of the connection part (5) between the first plane steel plate (3) and the first corrugated steel plate (2) and the adjustment mechanism (6); the first corrugated steel plate (2) and the second corrugated steel plate (9) are positioned between the first plane steel plate (3) and the second plane steel plate (10), and the filling assembly (4) is fixed on the side walls of the first frame body (1) and the first corrugated steel plate (2); the corrugated length direction of the first corrugated steel plate (2) is parallel to the corrugated length direction of the second corrugated steel plate (9), the connecting part (5) comprises a plurality of connecting rods (11), one end of each connecting rod (11) is rotationally connected to the side wall of the first corrugated steel plate (2) or the side wall of the second corrugated steel plate (9), the other end of each connecting rod (11) is glidingly connected to the side wall of the first planar steel plate (3) or the side wall of the second planar steel plate (10), the rotating axis of each connecting rod (11) is perpendicular to the direction of the connecting rod (11) which is glidingly connected to the first planar steel plate (3) or the second planar steel plate (10), the connecting rods (11) are in a plurality of groups, and each group of connecting rods (11) are divided into two groups; the length directions of the connecting rods (11) of each group are mutually parallel and are arranged at intervals along the corrugated length direction of the first plane steel plate (3), two groups of connecting rods (11) in each group are arranged in a crossing mode, the connecting rods (11) are connected to the bending side wall of the first corrugated steel plate (2) or the bending side wall of the second corrugated steel plate (9), the adjusting mechanism (6) comprises a linkage rod (12) arranged on one connecting rod (11) of each group, the linkage rod (12) is connected to all the connecting rods (11) of each group, and two ends of the linkage rod (12) penetrate through the first frame body (1); the adjusting mechanism (6) further comprises two gears (13) fixed on the linkage rod (12), the two gears (13) are positioned on two sides of the connecting rods (11), the adjusting mechanism (6) comprises two racks (14) which are respectively fixed on the side walls of the first frame body (1) and the second frame body (8) and are used for meshing the gears (13), and one rack (14) on the first frame body (1) or the second frame body (8) is meshed with all the gears (13) positioned on one side of the connecting rods (11); the adjustment mechanism (6) further comprises a fixing assembly (15) for fixing the gear (13).
2. A wave form single steel plate shear wall system as defined in claim 1, wherein: the filling assembly (4) comprises a fixed steel plate (7) which is fixed on the inner wall of the first frame body (1) and used for filling the surface of the first corrugated steel plate (2).
3. A wave form single steel plate shear wall system as defined in claim 1, wherein: the corrugated bending of the first corrugated steel plate (2) and the corrugated bending of the second corrugated steel plate (9) are reversely arranged.
4. A wave form single steel plate shear wall system as defined in claim 1, wherein: the corrugated bending of the first corrugated steel plate (2) and the corrugated bending of the second corrugated steel plate (9) are arranged in the same direction.
5. A wave form single steel plate shear wall system as defined in claim 1, wherein: a plurality of positioning holes (16) are formed in the first frame body (1) and the second frame body (8), and the positioning holes (16) are arranged at intervals along the sliding direction of the connecting rod (11) connected to the first plane steel plate (3); the fixing assembly (15) comprises positioning steel bars (17) which are fixed on the first frame body (1) or the second frame body (8) and are positioned in corresponding positioning holes (16), the positioning steel bars (17) are parallel to the linkage rod (12), and the positioning steel bars (17) are positioned in tooth grooves of the gears (13).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210927618.7A CN115262801B (en) | 2022-08-03 | 2022-08-03 | Wave-shaped single-steel-plate shear wall system |
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| CN202210927618.7A CN115262801B (en) | 2022-08-03 | 2022-08-03 | Wave-shaped single-steel-plate shear wall system |
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| CN115262801B true CN115262801B (en) | 2024-02-20 |
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| CN112282121A (en) * | 2020-11-20 | 2021-01-29 | 浙江汉林建筑设计有限公司 | Prefabricated built-in corrugated steel plate reinforced concrete combined shear wall and construction process |
| CN214144249U (en) * | 2020-05-27 | 2021-09-07 | 张瑞芳 | Civil engineering foundation flexible structure |
| CN215211690U (en) * | 2021-06-28 | 2021-12-17 | 刘振华 | Buckling-restrained steel plate shear wall |
| CN114541621A (en) * | 2022-01-26 | 2022-05-27 | 上海民航新时代机场设计研究院有限公司 | Modularization shear force wall convenient to connect and level and vertical connection structure thereof |
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| CN112282121A (en) * | 2020-11-20 | 2021-01-29 | 浙江汉林建筑设计有限公司 | Prefabricated built-in corrugated steel plate reinforced concrete combined shear wall and construction process |
| CN215211690U (en) * | 2021-06-28 | 2021-12-17 | 刘振华 | Buckling-restrained steel plate shear wall |
| CN114541621A (en) * | 2022-01-26 | 2022-05-27 | 上海民航新时代机场设计研究院有限公司 | Modularization shear force wall convenient to connect and level and vertical connection structure thereof |
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| CN115262801A (en) | 2022-11-01 |
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