CN115262801A - Wave-shaped single steel plate shear wall system - Google Patents
Wave-shaped single steel plate shear wall system Download PDFInfo
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- CN115262801A CN115262801A CN202210927618.7A CN202210927618A CN115262801A CN 115262801 A CN115262801 A CN 115262801A CN 202210927618 A CN202210927618 A CN 202210927618A CN 115262801 A CN115262801 A CN 115262801A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 272
- 239000010959 steel Substances 0.000 title claims abstract description 272
- 230000007246 mechanism Effects 0.000 claims abstract description 25
- 230000000694 effects Effects 0.000 abstract description 4
- 238000003466 welding Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000033001 locomotion Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000005516 engineering process Methods 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
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000000994 depressogenic effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
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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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Abstract
The application discloses a waveform single-steel-plate shear wall system, which relates to the technical field of building structures and comprises a first frame body, a first waveform 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 waveform steel plate, wherein the corrugation length direction of the first waveform steel plate is parallel to the first plane steel plate; be provided with in the first framework and lie in the subassembly of filling and leveling that first wave form steel sheet deviates from first plane steel sheet department, the connecting portion that are provided with between first plane steel sheet and the first wave form steel sheet, and be provided with the adjustment mechanism who connects connecting portion and be used for adjusting connecting portion intensity in the first framework. This application has the effect that improves shear force wall intensity controllability.
Description
Technical Field
The invention relates to the technical field of building structures, in particular to a corrugated single steel plate shear wall system.
Background
Shear walls are also known as wind resistant walls, seismic walls or structural walls. The wall body mainly bears horizontal load and vertical load caused by wind load or earthquake action in the house or the structure, and prevents the structure from shearing and damaging.
In the related technology, the steel plate shear wall has better shear strength, the construction period is shortened due to the steel plate shear wall, and the industrial waste of the site is reduced, so that 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 the bearing capacity of the steel plates of the outline; the first connection is generally achieved by welding of steel bars, steel pipes, etc. and steel plates.
In the process of implementing 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 unusable, and the material is wasted.
Disclosure of Invention
In order to improve the capacity that the shear wall intensity can be adjusted, this application provides a wave form single steel sheet shear wall system.
The application provides a wave form single steel sheet shear wall system adopts following technical scheme:
a corrugated single steel plate shear wall system comprises a first frame body, a first corrugated 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 corrugated steel plate, wherein the corrugation length direction of the first corrugated steel plate is parallel to the first plane steel plate; the first frame body is provided with a leveling assembly located at a position where the first corrugated steel plate deviates from the first flat steel plate, a connecting portion is arranged between the first flat steel plate and the first corrugated 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 flat steel plate can deform under the influence of shearing force, gravity and the like; staff's accessible adjustment mechanism drive connecting portion, realize strengthening to the whole atress of the device through connecting portion, are formed through offsetting the deformation volume with first wave form steel sheet and first plane steel sheet.
Optionally, the leveling assembly includes a fixed steel plate fixed to the inner wall of the first frame and used for leveling 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 corrugated the buckling, leads to the later stage construction comparatively loaded down with trivial details, and consequently the fixed steel sheet of accessible makes the device's a side level and smooth, and through fixing the fixed plate to first framework for the device's bulk strength can further strengthen.
Optionally, the leveling assembly includes a second frame, a second corrugated steel plate fixed to an inner wall of the second frame, and a second flat steel plate fixed to the inner wall of the second frame and located on one side of the second corrugated steel plate, where a corrugation length direction of the second corrugated steel plate is parallel to the second flat steel plate; the structure between the second flat steel plate and the second corrugated steel plate is the same as the connecting structure between the first flat steel plate and the first corrugated steel plate and the connecting structure of the adjusting mechanism; the first corrugated steel plate and the second corrugated steel plate are positioned between the first flat steel plate and the second flat steel plate, and the filling and leveling assembly is fixed on the first frame body and the side wall of 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 was not enough, staff's accessible changed 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 used steel sheet cutting amount increases, and through the mutual butt of first wave form steel and second wave form steel, with this realization to the device intensity improvement.
Optionally, the corrugations of the first corrugated steel plate and the second corrugated steel plate are bent in a reverse direction.
Through adopting above-mentioned technical scheme, buckle when the ripple of first wave form steel sheet and second wave form steel sheet and be reverse setting, can be so that the bellying of first wave form steel sheet buckle is located the depressed part of buckling of second wave form steel sheet, then the change of thickness can not be too big when improving its intensity of shear force wall.
Optionally, the corrugations of the first corrugated steel plate and the second corrugated steel plate are bent 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 structures and set up for the shear force wall is more stable, can improve its bearing capacity simultaneously.
Optionally, the connecting portion is provided with a plurality of connecting rods, one end of each connecting rod is rotatably connected to the side wall of the first corrugated steel plate or the side wall of the second corrugated steel plate, the other end of each connecting rod is connected to the side wall of the first flat steel plate or the side wall of the second flat steel plate in a sliding mode, and the rotating axis of each connecting rod is perpendicular to the direction of the connecting rod in the sliding mode and connected to the first flat steel plate or the second flat steel plate.
By adopting the technical scheme, the adjusting mechanism realizes the movement of the connecting rod, and the movement of the connecting rod realizes the adjustment of the deformation of the first corrugated steel plate, the second corrugated steel plate, the first plane steel plate and the second plane steel plate, so that the deformation quantity of the first corrugated steel plate, the second corrugated steel plate, the first plane steel plate and the second plane steel plate is stabilized, and the bearing capacity of the shear wall is improved.
Optionally, the connecting rods are in a plurality of groups, and each group of connecting rods is divided into two groups; the length directions of the connecting rods of each small group are mutually parallel and are arranged at intervals along the corrugated length direction of the first plane steel plate, and the two small groups of connecting rods in each group are arranged in a crossed manner.
Through adopting above-mentioned technical scheme, every group connecting rod is the crossing setting for the connecting rod supports and strengthens to have more the effect 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 the bent side wall 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 relative first wave form steel sheet and second wave form steel sheet other places and is out of shape more easily, consequently sets up the strong 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 includes 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 pass through the first frame body; the adjusting mechanism also 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 comprises a fixing assembly for fixing the gear.
By adopting the technical scheme, the connecting rods in each group are driven to move together through the linkage rods, so that the structure is enhanced; the rotation of the linkage rod drives the gear to move, the gear and the rack are meshed to move, and the positioning is realized through the fixing component.
Optionally, a plurality of positioning holes are formed in the first frame body and the second frame body, and the plurality of positioning holes are arranged at intervals along the sliding direction of the connecting rod connected to the first plane steel plate; the fixing assembly comprises a positioning steel bar which is fixed on the first frame body or the second frame body and is positioned in the corresponding positioning hole, the positioning steel bar is parallel to the linkage rod, and the positioning steel bar is positioned in the tooth groove of the gear.
Through adopting above-mentioned technical scheme, the gangbar that the regulation was accomplished will realize fixing through the spacer bar, and the spacer bar is located the tooth's socket of gear, reduces gear revolve's 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 reducing first wave form steel sheet and the deformation of first parallel steel sheet to the support of first wave form steel sheet and first parallel steel sheet through the connecting rod, improve the bearing capacity of shear force wall, and accessible adjustment mechanism realizes the regulation to the connecting rod.
The adjustment on the overall structural strength and the 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 diagram of a first embodiment of the present application.
Fig. 2 is a schematic internal structural diagram of the first embodiment of the present application.
Fig. 3 is a schematic view of another structure according to the first embodiment of the present application.
Fig. 4 is a schematic structural view of the connecting portion.
Fig. 5 is an enlarged view of the structure of the connecting portion.
Fig. 6 is a schematic view of the overall structure of the adjustment mechanism.
Fig. 7 is a schematic view of the overall structure of the second embodiment of the present application.
Fig. 8 is a schematic overall structure diagram of a third embodiment of the present application.
Description of reference numerals:
1. a first frame body; 2. a first corrugated steel plate; 3. a first planar steel plate; 4. a leveling assembly; 5. a connecting portion; 6. an adjustment mechanism; 7. fixing the steel plate; 8. a second frame body; 9. a second corrugated steel plate; 10. a second flat 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 the reinforcing steel bars; 18. a sleeve.
Detailed Description
The present application is described in further detail below with reference to figures 1-8.
The first embodiment is as follows:
the embodiment of the application discloses a waveform single-steel-plate shear wall system, and with reference to fig. 1, 2, 3 and 4, the waveform single-steel-plate shear wall system comprises a first frame body 1, a first waveform 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 waveform steel plate 2 and the first plane steel plate 3 are both vertically arranged; the first corrugated steel plate 2 is positioned on one side of the first flat steel plate 3, a plurality of corrugated length directions of the first corrugated steel plate 2 are parallel to the first flat steel plate 3, the distance between the first flat steel plate 3 and the first corrugated steel plate 2 is constant, and the first frame body 1, the first corrugated steel plate 2 and the first flat steel plate 3 are approximately 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 ways of embedding steel bars, pouring concrete and the like; the first frame body 1 is provided with a leveling assembly 4 which is positioned on the first corrugated steel plate 2 and deviates from the first flat steel plate 3, a connecting part 5 is arranged between the first corrugated steel plate 2 and the first flat steel plate 3, the connecting part 5 is used for supporting the first flat steel plate 3 and the first corrugated steel plate 2, the deformation quantity of the first flat steel plate 3 and the first corrugated steel plate 2 is reduced, and the bearing capacity of the first flat 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, deformation of the first plane steel plate 3 and the first corrugated steel plate 2 is reduced through the adjusting mechanism 6, and strength of the shear wall is improved.
Referring to fig. 1, fill and level up subassembly 4 including the welding at the fixed steel sheet 7 of first framework 1 inside wall, fixed steel sheet 7 is used for covering the exposed face of buckling of first wave form steel sheet 2, the construction in the later stage of being convenient for, increases fixed steel sheet 7 simultaneously and is favorable to improving the device's bearing capacity intensity.
Referring to fig. 4 and 5, the connecting portion 5 includes a plurality of connecting rods 11, one end of each connecting rod 11 is connected to and rotatably connected to the side wall of the first corrugated steel plate 2, the other end of each connecting rod 11 is connected to the first flat steel plate 3 in a sliding manner, the rotating axis of each connecting rod 11 is vertically arranged, and the sliding direction of each connecting rod 11 connected to the first flat steel plate 3 is horizontally arranged; the sliding mode accessible of connecting rod 11 one end 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 connecting rod 11's motion.
Referring to fig. 4 and 5, the connecting rods 11 are divided into a plurality of groups, each group of connecting rods 11 is divided into a plurality of groups, the connecting rods 11 of each group are uniformly arranged along the length direction of the corrugations of the first corrugated steel plate 2 at intervals, the length directions of the connecting rods 11 of each group are parallel to each other, the connecting rods 11 of the two groups of each group are arranged in a crossed manner under vertical projection, and the contact points of the connecting rods 11 connected to the first corrugated steel plate 2 are both bent side walls of the first corrugated steel plate 2, so that the connecting rods 11 support the bent side walls; the adjusting mechanism 6 comprises linkage rods 12 arranged on one connecting rod 11 of each group, the linkage rods 12 are connected to all the connecting rods 11 corresponding to each group, two ends of each linkage rod 12 penetrate through the upper side wall and the lower side wall of the first frame body 1, and the linkage rods 12 are vertically arranged; the staff pushes a plurality of connecting rods 11 of each group to move together 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 wave-shaped 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 located on 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 located on the upper surface and the lower surface of the first frame body 1, and the length direction of the racks 14 is parallel to the sliding direction of the connecting rod 11 connected to the first plane steel plate 3; a plurality of gears 13 above the first frame body 1 are meshed with the racks 14 above the first frame body 1, and a plurality of gears 13 below the first frame body 1 are meshed with the racks 14 below the first frame body 1, so that the gears 13 are rotated, and the gears 13 move on the racks 14 to realize pushing of the connecting rod 11.
Referring to fig. 5, due to the rotation of the connecting rod 11, the connecting rod 11 and the linkage rod 12 are connected in the following manner: the connecting rod 11 is connected with a sleeve 18 in a sliding way, and the sliding direction of the sleeve 18 is parallel to the axial direction of the connecting rod 11; the sleeve 18 is rotatably connected with the linkage rod 12, and the rotating axes of the sleeve 18 and the linkage rod 12 are coaxial with the rotating axis of the linkage rod 12, so that the interference phenomenon of the linkage rod 12 in the process of pushing the connecting rod 11 to move can be prevented.
With reference 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 are fixed with the first frame body 1 through welding; the positioning steel bars 17 are positioned in tooth grooves corresponding to the gears 13, so that the gears 13 are clamped and fixed; later stage is realizing pouring to the framework recess in, also can carry out further fixed to it.
The implementation principle of the wave-shaped single steel plate shear wall system in the embodiment of the application is as follows: the staff can make the gear 13 move on the rack 14 by rotating the gear 13 to realize that a plurality of connecting rods 11 of each group move together, so that the first corrugated steel plate 2 and the first flat steel plate 3 are supported, and the deformation of the first corrugated steel plate 2 and the first flat steel plate 3 is reduced; fixing is achieved through a positioning steel bar 17 mode, the adjusted device is welded with the upper fixing steel plate 7, and the device is moved to a construction position to achieve connection.
The second embodiment:
the difference between the second embodiment and the first embodiment is: referring to fig. 7, the leveling assembly 4 includes a second frame 8, a second corrugated steel plate 9 welded on the inner side wall of the second frame 8, and a second flat steel plate 10 welded on the inner wall of the second frame 8, 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 located on two sides of the first corrugated steel plate 2 and the second corrugated steel plate 9; the corrugation 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 flat 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 flat steel plate 3; the strength of the single part of the leveling component 4 can be adjusted, and workers can adjust the strength of the shear wall by welding different leveling components 4; the first corrugated steel plate 2 and the second corrugated steel plate 9 are fixed by welding, and the first frame body 1 and the second frame body 8 are fixed by welding.
Referring to fig. 7, the corrugation bending direction of the first corrugated steel plate 2 is the same as the corrugation bending direction of the second corrugated steel plate 9, and the portion of the second corrugated steel plate 9 protruding out of the second frame 8 can be located inside the recess of the first corrugated steel plate 2 in the orthographic projection, so that the first corrugated steel plate 2 and the second corrugated steel plate 9 are attached to each other.
The implementation principle of the waveform single steel plate shear wall system provided by the embodiment of the application is as follows: the bent side wall of the second corrugated steel plate 9 is tightly attached to the bent side wall of the first corrugated steel plate 2, and the joint between the leveling component 4 and the first frame body 1 and the joint between the leveling component and the first corrugated steel plate 2 are welded, so that the effect of improving the strength of the shear wall is achieved.
Example three:
the difference between the third embodiment and the second embodiment is that: referring to fig. 8, the corrugations of the first corrugated steel plate 2 and the second corrugated steel plate 9 are bent in opposite directions, and in an orthogonal projection, the first corrugated steel plate 2 and the second corrugated steel plate 9 form a hexagonal structure, and at this time, the first frame 1, the first corrugated steel plate 2, the first planar steel plate 3, the second frame 8, the second corrugated steel plate 9, and the second planar steel plate 10 have the same structural shape.
The implementation principle of the wave-shaped single steel plate shear wall system in the embodiment of the application is as follows: the first corrugated steel plate 2 and the second corrugated steel plate 9 are connected and placed differently, and the first corrugated steel plate 2 and the second corrugated steel plate 9 are connected to form a hexagonal structure, so that the overall shear wall is more stable.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. The utility model provides a wave form single steel sheet shear wall system which characterized in that: the corrugated steel plate frame 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); be provided with on first framework (1) and lie in first wave form steel sheet (2) and deviate from fill and level up subassembly (4) of first plane steel sheet (3) department, connecting portion (5) that are provided with between first plane steel sheet (3) and first wave form steel sheet (2), and be provided with on first framework (1) and connect connecting portion (5) and be used for adjusting adjustment mechanism (6) of connecting portion (5) intensity.
2. The corrugated single steel plate shear wall system of claim 1, wherein: the leveling assembly (4) comprises a fixed steel plate (7) which is fixed on the inner wall of the first frame body (1) and used for leveling the surface of the first corrugated steel plate (2).
3. The corrugated single steel plate shear wall system of claim 1, wherein: the leveling assembly (4) comprises a second frame body (8), a second corrugated steel plate (9) fixed on the inner wall of the second frame body (8), and a second flat steel plate (10) fixed on the inner wall of the second frame body (8) and located on one side of the second corrugated steel plate (9), wherein the corrugated length direction of the second corrugated steel plate (9) is parallel to the second flat steel plate (10); the structure between the second flat steel plate (10) and the second corrugated steel plate (9) is the same as the connecting structure of the connecting part (5) and the adjusting mechanism (6) between the first flat steel plate (3) and the first corrugated steel plate (2); the first corrugated steel plate (2) and the second corrugated steel plate (9) are positioned between the first flat steel plate (3) and the second flat steel plate (10), and the leveling component (4) is fixed on the side walls of the first frame body (1) and the first corrugated steel plate (2); the corrugation length direction of the first corrugated steel plate (2) is parallel to the corrugation length direction of the second corrugated steel plate (9).
4. The corrugated single steel plate shear wall system of claim 3, wherein: the corrugations of the first corrugated steel plate (2) and the second corrugated steel plate (9) are bent in a reverse direction.
5. The corrugated single steel plate shear wall system of claim 3, wherein: the corrugations of the first corrugated steel plate (2) and the second corrugated steel plate (9) are bent in the same direction.
6. The corrugated single steel plate shear wall system of claim 3, wherein: connecting portion (5) are including being provided with a plurality of connecting rods (11), and connecting rod (11) one end is rotated and is connected in first wave form steel sheet (2) or second wave form steel sheet (9) lateral wall, and the other end of connecting rod (11) slides and connects in first plane steel sheet (3) or second plane steel sheet (10) lateral wall, and the axis of rotation of connecting rod (11) slides and connects in the direction of first plane steel sheet (3) or second plane steel sheet (10) perpendicularly to connecting rod (11).
7. The corrugated single steel plate shear wall system of claim 6, wherein: the connecting rods (11) are divided into a plurality of groups, and each group of connecting rods (11) is divided into two small groups; the length directions of the connecting rods (11) of each group are parallel to each other and are arranged at intervals along the length direction of the corrugations of the first plane steel plate (3), and the two small groups of connecting rods (11) in each group are arranged in a crossed mode.
8. The corrugated single-steel-plate shear wall system according to claim 7, wherein: the connecting rod (11) is connected to the bent side wall of the first corrugated steel plate (2) or the second corrugated steel plate (9).
9. The corrugated single steel plate shear wall system of claim 6, wherein: the adjusting mechanism (6) comprises a linkage rod (12) arranged on one connecting rod (11) of each group, the linkage rods (12) are connected to all the connecting rods (11) of each group, and two ends of each 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 located 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 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) located on one side of the connecting rods (11); the adjusting mechanism (6) further comprises a fixing assembly (15) for fixing the gear (13).
10. The corrugated single steel plate shear wall system of claim 9, 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 a positioning steel bar (17) which is fixed on the first frame body (1) or the second frame body (8) and is positioned in the corresponding positioning hole (16), the positioning steel bar (17) is parallel to the linkage rod (12) and the positioning steel bar (17) is positioned in a tooth groove of the gear (13).
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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 CN115262801B (en) | 2024-02-20 |
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| CN108343252A (en) * | 2018-03-15 | 2018-07-31 | 中天建设集团浙江钢构有限公司 | Dismantled and assembled adjustable multipurpose wall moulding bed |
| CN109868916A (en) * | 2017-12-02 | 2019-06-11 | 陕西冠霖电子科技有限公司 | A kind of simple and stable shear wall structure of structure |
| 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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| CN103643753A (en) * | 2013-12-13 | 2014-03-19 | 广州市设计院 | Waveform welding reinforced type steel plate and concrete combined shear wall |
| CN109868916A (en) * | 2017-12-02 | 2019-06-11 | 陕西冠霖电子科技有限公司 | A kind of simple and stable shear wall structure of structure |
| CN108343252A (en) * | 2018-03-15 | 2018-07-31 | 中天建设集团浙江钢构有限公司 | Dismantled and assembled adjustable multipurpose wall moulding bed |
| CN214144249U (en) * | 2020-05-27 | 2021-09-07 | 张瑞芳 | Civil engineering foundation flexible structure |
| 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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| CN115262801B (en) | 2024-02-20 |
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