CN111622377A - Shear wall structure - Google Patents
Shear wall structure Download PDFInfo
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- CN111622377A CN111622377A CN202010533611.8A CN202010533611A CN111622377A CN 111622377 A CN111622377 A CN 111622377A CN 202010533611 A CN202010533611 A CN 202010533611A CN 111622377 A CN111622377 A CN 111622377A
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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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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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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Abstract
The invention discloses a shear wall structure, which comprises a foundation and shear walls arranged on the foundation, wherein reserved spaces are symmetrically arranged on two sides of the bottom of the shear wall connected with the foundation, and each reserved space is internally provided with a deformation amplification type energy dissipater; the deformation amplification type energy dissipater comprises a first connecting part, a second connecting part and a third connecting part; the second connecting part is provided with a middle hinge point which divides the second connecting part into a power arm and a resistance arm in the length direction; the second connecting part is connected with the upper end of the first connecting part through the middle hinge point; the end part of the second connecting part power arm is provided with an outer buckling restrained energy dissipation component connected with the first connecting part, and the end part of the second connecting part resistance arm is provided with an inner buckling restrained energy dissipation component connected with the third connecting part. According to the invention, through a lever principle, the deformation of the inner side energy consumption component is amplified, and various types of dampers can be freely combined, so that the defect that the energy consumption capability of the damper cannot be fully exerted due to smaller inner side deformation of the shear wall under horizontal load is overcome, and the energy consumption capability of the failure part of the shear wall is improved.
Description
Technical Field
The invention belongs to the field of building structures, and particularly relates to a shear wall structure.
Background
As an important earthquake-resistant structure system, a cast-in-place reinforced concrete shear wall structure is widely applied at home and abroad, and the past earthquake investigation at home and abroad shows that compared with a frame structure, the shear wall structure system has large lateral rigidity and higher earthquake-resistant bearing capacity, but under strong earthquake, the concrete at the foot part of a shear wall designed according to a bending failure mode is easy to crush, the stressed reinforcing steel bars yield, and the structure is difficult to repair and reinforce. And the earthquake damage of the cast-in-place reinforced concrete shear wall structure in the Wenchuan 8-level earthquake and the 2010 Chilean 8.8-level earthquake in 2008 also shows that the foot parts of most shear walls are damaged to a large extent, and great difficulty is brought to the repair work after the earthquake.
At present, the earthquake fortification target is gradually developed from the aspects of 'great earthquake abstinence' of the structure and life safety protection of people to the aspects of quickly recovering urban functions and normal life order of residents after earthquake. Through set up removable energy dissipater in the structure, when the structure bears stronger horizontal effect, will be impaired position mainly concentrate on removable energy dissipater department, not only can utilize its good power consumption performance, be favorable to moreover to impaired part quick replacement, resume the normal service function of structure as soon as possible.
In the prior art, the displacement generated at the beam column joint in the lower frame structure under the action of an external load is relatively small, and the energy consumption characteristic of the damper cannot be fully exerted. Researchers have proposed rotary amplification type node shear dampers, amplification displacement type shape memory alloy dampers, and the like, but amplification displacement type energy dissipaters are less applied in shear wall structures. Under the action of external force, earthquake or wind load, because the shear wall is usually subjected to flexural failure, the edge area of the shear wall deforms maximally according to the assumption of a flat section, and the deformation is gradually reduced as the edge area is closer to a neutral axis. In the prior art, various energy dissipaters are arranged at the foot, such as viscous dampers, friction energy dissipaters, metal type energy dissipaters, mild steel rubber supports and the like, and the influence of non-uniform deformation cannot be considered, so that the energy consumption performance is poor when the deformation is small.
In view of this, there is a need to develop an energy dissipater suitable for a reinforced concrete shear wall, which overcomes some defects in the prior art. The deformation of the energy dissipater can be multiplied under the condition of smaller displacement of the shear wall, so that a more ideal energy dissipation effect is achieved. The energy dissipater can be fully utilized to effectively dissipate the energy of the horizontal earthquake input structure, and the requirements of simple structure, economy, reasonableness, safety, reliability and easy replacement after damage are met.
Disclosure of Invention
Therefore, the invention provides a shear wall structure. Through the lever principle, the deformation of the inner side energy dissipation component is amplified, and the defect that the energy dissipation capacity of the damper cannot be fully exerted due to small inner side deformation of the shear wall under horizontal load is overcome. Meanwhile, the interior of the energy dissipater can be combined with various types of dampers, so that the applicability is high, and the bearing capacity and the energy consumption capacity of failure parts of the shear wall are improved. The deformation amplification type energy dissipater is detachably connected with the shear wall, is convenient to replace after an earthquake, and can quickly recover the earthquake-resistant function of the shear wall.
In order to achieve the purpose, the invention is realized by the following technical scheme:
the utility model provides a shear force wall structure, includes basis and sets up the shear force wall on the basis, its characterized in that: reserved spaces are symmetrically arranged on two sides of the bottom of the shear wall connected with the foundation, and a deformation amplification type energy dissipater is arranged in each reserved space.
The deformation amplification type energy dissipater comprises a first connecting part, a second connecting part and a third connecting part; the lower end of the first connecting part is fixed on the foundation, and the third connecting part is fixed on the upper bottom surface of the reserved space of the shear wall; the second connecting part is provided with a middle hinge point which divides the second connecting part into a power arm and a resistance arm in the length direction; the second connecting part is connected with the upper end of the first connecting part through the middle hinge point; the end part of the second connecting part power arm is provided with an outer buckling restrained energy dissipation component connected with the first connecting part, and the end part of the second connecting part resistance arm is provided with an inner buckling restrained energy dissipation component connected with the third connecting part; the upper end of the power arm of the second connecting part is movably connected with the upper bottom surface of the reserved space of the shear wall to form a movable connecting point.
The first connecting part comprises a bottom plate, a pin shaft support and a fixed hinge support, wherein the pin shaft support and the fixed hinge support are arranged on the bottom plate; the second connecting part is hinged on the pin shaft support; the outer buckling restrained energy dissipation component is connected to the fixed hinged support.
The second connecting part comprises a steel arm, a curvature adjusting node and a hinged support which are positioned at the end part of a power arm in the steel arm, and a hinged support which is positioned at the end part of a resistance arm in the steel arm; the curvature adjusting node is hinged to the upper bottom surface of the reserved space of the shear wall.
The third connecting part comprises a top plate and a fixed hinged support arranged on the top plate, and the fixed hinged support is connected with the inner-side buckling restrained energy dissipation component.
A first embedded part fixedly connected with the first connecting part is arranged in the foundation; and a second embedded part movably connected with the upper end of the power arm of the second connecting part and a third embedded part fixedly connected with the third connecting part are arranged in the reserved space of the shear wall.
The first embedded part is composed of a flat plate, a plurality of internal thread sleeves and a plurality of foundation steel bars, and the bottom surface of the flat plate is connected with the internal thread sleeves and the foundation steel bars in a welding mode.
The second embedded part is composed of a flat plate, three connecting plates and a plurality of shear wall steel bars, the top surface of the flat plate is connected with the shear wall steel bars in a welding mode, and the bottom surface of the flat plate is connected with the connecting plates in a welding mode.
The third embedded part is composed of a flat plate, a plurality of internal thread sleeves and a plurality of shear wall reinforcing steel bars, and the top surface of the flat plate is connected with the internal thread sleeves and the shear wall reinforcing steel bars in a welding mode.
The invention has the following beneficial effects:
according to the invention, the deformation of the inner side energy dissipation component is amplified through a lever principle, the defect that the energy dissipation capability of the damper cannot be fully exerted due to smaller deformation of the inner side of the shear wall under horizontal load is overcome, the deformation amplification effect can be adjusted by adjusting the proportion of the power arm and the resistance arm, the energy dissipation of the energy dissipater under small earthquake is realized, and the bearing capacity and the energy dissipation capability of the failure part of the shear wall are obviously improved.
The deformation amplification type energy dissipater provided by the invention can be freely combined with various types of dampers, and has strong applicability. Because the energy dissipation components on the inner side and the outer side in the energy dissipater are large in deformation, the dampers such as metal, friction, viscosity and the like can be used as the energy dissipation components and can also be used in a combined mode.
The deformation amplification type energy dissipaters are connected with the embedded parts through high-strength bolts and pin shafts, and assembly is facilitated; when the energy dissipater is damaged under the action of strong shock, only the high-strength bolt and the pin shaft need to be rotated out, and then a new energy dissipater is replaced, so that the function of the shear wall can be quickly restored after the energy dissipater is damaged; plastic deformation is concentrated in the replaceable component area, and other parts of the structure still keep elasticity, so that the repair work after damage is reduced.
Drawings
FIG. 1 is a schematic view of a shear wall structure with enlarged deformation energy dissipaters at the foot;
FIG. 2 is a partial schematic view of a shear wall structure with enlarged deformation energy dissipaters at the foot;
figure 3 is a schematic structural view of a deformation-enlarged energy dissipater;
FIG. 4 is a schematic structural view of a first embedment;
FIG. 5 is a schematic structural view of a second embedment;
FIG. 6 is a schematic structural view of a third embedment;
FIG. 7 is a schematic view of a first connection portion;
FIG. 8 is a schematic structural view of a second connecting portion;
FIG. 9 is a schematic structural view of a third connecting portion;
FIG. 10 is a schematic view of the connection of an enlarged deformation energy dissipater and an embedded part;
FIG. 11 is a schematic structural view of a buckling restrained energy dissipating bar;
FIG. 12 is a schematic connection diagram of buckling restrained energy dissipating plates;
FIG. 13 is a schematic structural view of a buckling restrained dissipative plate;
figure 14 is a schematic view of a variant enlarged dissipater provided with three sets of dissipative components;
figure 15 is a schematic diagram of the deformation of a shear wall structure with enlarged deformation dissipaters provided at the foot according to one embodiment of the present invention;
figure 16 deformation-amplified energy dissipater finite element model and hysteresis curves according to one embodiment of the present invention.
In the figure: 1. a foundation; 2. a shear wall; 3. deformation amplification type energy dissipaters; 31. a first connection portion; 311. a base plate; 312. a pin shaft support; 313. a fixed hinge support; 3131. an end plate; 3132. a rib plate; 3133. a steel rod; 32. a second connecting portion; 321. a steel arm; 3211. a steel beam; 3212. longitudinal stiffening plates; 3213. a transverse stiffener; 3214. an ear plate; 322. a curvature adjustment node; 3221. a connecting plate; 323. a hinged support; 3231. a steel rod; 3232. a rib plate; 324. a hinged support; 3241. a steel rod; 3242. a rib plate; 33. a third connecting portion; 331. a top plate; 332. a fixed hinge support; 3321. an end plate; 3322. a rib plate; 3323. a steel rod; 4. a first embedded part; 41. a flat plate; 42. an internally threaded sleeve; 43. foundation reinforcing steel bars; 5. a second embedded part; 51. a flat plate; 52. a connecting plate; 53. shear wall reinforcing steel bars; 6. a third embedded part; 61. a flat plate; 62. an internally threaded sleeve; 63. shear wall reinforcing steel bars; 7. a first pin shaft; 8. a second pin shaft; 9. an outboard buckling restrained energy dissipating component; 10. an inboard buckling restrained energy dissipating component; 11. a high-strength bolt; 12. buckling restrained energy dissipation rods; 121. a spherical node; 122. a low yield point core rod 123, a round tube shaped constraining sleeve; 124. a filler material; 13. buckling restrained energy dissipation plates; 131. a tubular node; 132 low yield point core plates, 133, rectangular constraining sleeves; 134. and (4) filling materials.
Detailed Description
The invention is described in detail below with reference to the accompanying drawings:
the shear wall structure comprises a foundation 1 and a shear wall 2 arranged on the foundation, wherein reserved spaces are symmetrically arranged on two sides of the bottom of the shear wall 2 connected with the foundation 1, and a deformation amplification type energy dissipater 3 is arranged in each reserved space. The deformation amplification type energy dissipater 3 is installed in a reserved space of the foot of the shear wall 2, is connected with the second embedded part 5 through the pin shaft 7, and is connected with the internal thread sleeve 42 of the first embedded part 4 and the internal thread sleeve 62 of the third embedded part 6 through the high-strength bolt 11, so that the assembly is convenient, and the whole energy dissipater can be quickly replaced after being damaged.
The deformation-amplifying type dissipater includes a first connection part 31, a second connection part 32, and a third connection part 33. The lower end of the first connecting part 31 is fixed on the foundation 1; the third connecting part 33 is fixed on the upper bottom surface of the reserved space of the shear wall 2; the second connecting portion 32 is provided with a middle hinge point which divides the second connecting portion 32 into a resistance arm and a power arm in the length direction. The second connecting portion 32 is connected to the upper end of the first connecting portion 31 through a middle hinge point; an outer buckling restrained energy dissipation component 9 connected with the first connecting part 31 is arranged at the end part of the power arm of the second connecting part 32, and an inner buckling restrained energy dissipation component 10 connected with the third connecting part 33 is arranged at the end part of the resistance arm of the second connecting part 32; the upper end of the power arm of the second connecting part 32 is movably connected with the upper bottom surface of the reserved space of the shear wall 2 to form a movable connecting point.
The second link 32 includes a steel arm 321, a curvature adjustment node 322 and a hinge support 323 at one end of the steel arm 321, and a hinge support 324 at the other end of the steel arm. The curvature adjustment node 322 is hinged to the second embedment 5. The steel arm 321 is composed of two square steel beams 3211, a longitudinal stiffener 3212, a plurality of transverse stiffeners 3213, and two ear plates 3214. The two square steel beams 3211 and the longitudinal stiffening ribs 3212 are connected by a plurality of transverse stiffening ribs 3213, and two ear plates 3214 are respectively arranged at the lower parts of the two steel beams 3211 and are provided with holes.
The curvature adjusting node 322 is composed of a plurality of connecting plates 3221, the connecting plates 3221 are provided with oblique connecting holes, and the connecting plates 3221 are connected with the connecting plates 51 of the second embedded part 5 through second pins 8. The rotation curvatures of the shear wall 2 and the steel arm 321 are adjusted through the connecting hole, so that the deformation of the shear wall and the steel arm can be coordinated with each other.
The upper part of the pin shaft support 312 is hinged with the ear plate 3214 of the steel arm 321 through a first pin shaft 7, and the lower part is fixedly welded with the bottom plate 311. According to the lever principle, the distance from the fulcrum to the power action line is a power arm, and the distance from the fulcrum to the resistance action line is a resistance arm; in this embodiment, the pivot point is the pin joint of the pin support 312 and the steel arm 321, and the position of the pivot point is determined according to the deformation amplification degree to be set for the inner energy consumption component 10. In addition, a certain space distance is required to be kept between the end of the resistance arm and the top surface of the foundation 1, so that the end of the resistance arm is prevented from colliding with the foundation 1 when moving downwards to limit the rotation displacement of the steel arm 321, and the specific numerical value of the distance is determined according to the maximum displacement of the end of the inner side of the steel arm 321 moving downwards under the large earthquake fortification target of the shear wall.
A fixed hinge support 313 is welded on the top surface of the bottom plate 311 of the first connecting portion 31, the fixed hinge support 313 is composed of two end plates 3131, a rib plate 3132 and a steel rod 3133, and the end plates 3131 are respectively arranged at two ends of the rib plate 3132. The rib plate 3132 is provided with a groove. The lower connection nodes of the outer dissipative element 9 are inserted into steel rods 3133 and then placed together in the recesses of ribs 3132, and then steel rods 3133 are fixed to end plates 3131 by welding, while the connection points of steel rods 3133 to ribs 3132 are welded to reinforce the strength of steel rods 3133, but to ensure that the connection nodes of the dissipative element can rotate around steel rods 3133.
The bottom surface of the top plate 331 of the third connecting portion 33 is welded with a fixed hinge support 332, the fixed hinge support 332 is composed of two end plates 3321, a rib plate 3322 and a steel rod 3323, and the end plates 3321 are respectively arranged at two ends of the rib plate 3322. The rib plate 3322 is provided with a groove. The upper connection node of the inside dissipative member 10 is inserted into the steel rod 3323 and then placed together in the groove of the rib plate 3322, and then the steel rod 3323 is fixed to the end plate 3321 by welding while the steel rod 3323 is welded to the rib plate 3322 to reinforce the strength of the steel rod 3323, but it is ensured that the connection node of the dissipative member can rotate around the steel rod 3323.
The dissipative members 9, 10 can be composed of several buckling restrained dissipative rods 12, which are composed of spherical joints 121, low yield point core rods 122, tubular restraining sleeves 123 and filling material 124. The tubular constraining sleeve 123 is a round tube in cross-sectional shape, and the low yield point core rod 122 is placed inside the tubular constraining sleeve 123, followed by the addition of the filler material 124. In order to guide the failure modes of the energy consumption rod to be concentrated in the middle, the connecting section of the spherical joint 121 and the low-yield-point core rod 122 is reinforced, and meanwhile, a plurality of small holes are formed in the middle of the low-yield-point core rod 122 for weakening.
The dissipative component can also be composed of a buckling restrained dissipative panel 13, which is composed of tubular nodes 131, low yield point core plates 132, rectangular restraining sleeves 133 and filler material 134. The rectangular restraining sleeve 133 is composed of a rectangular steel pipe and a plurality of ribs, the ribs are welded on the inner side of the rectangular steel pipe, the low-yield-point core plate 132 is placed in the rectangular restraining sleeve 133, and then the filling material 134 is added. In order to guide the failure modes of the energy consumption plates to be concentrated in the middle, the section of the joint of the tubular joint 131 and the low-yield-point core plate 132 is reinforced, and meanwhile, a plurality of long groove-shaped holes are formed in the middle of the low-yield-point core plate 132 for weakening.
As another implementation, in order to further develop the energy dissipation capability of the deformation-amplifying type energy dissipater, a group of energy dissipation components can be additionally arranged at the lower part of the end head of the resistance arm. The inner energy dissipation components can be divided into an upper group and a lower group, wherein the upper end of the upper energy dissipation component is hinged with the third connecting part 33, and the lower end of the upper energy dissipation component is hinged with the resistance arm; the upper end of lower part power consumption part is articulated with resistance arm, and the lower extreme is articulated with first link portion 31.
The structural deformation is shown in FIG. 15, assuming that the shear wall 2 deforms under the action of a horizontal load and the rotational curvature is theta, the vertical deformation delta of the edge of the shear wall 2 is approximately equal to theta × L according to the assumption of a flat section, wherein L is the distance from the neutral axis to the edge of the shear wall 2, the shear wall 2 transmits force to the end of the power arm through the second embedded part 5, the power arm displaces downwards to press the outer energy dissipation component 9, so that the outer energy dissipation component 9 generates deformation with the size of delta, and through the lever principle, the steel arm 321 drives the inner energy dissipation component 10 to generate deformation with the size of delta
Wherein a is the dynamic arm length, i.e., the distance from the pin joint of the steel arm 321 to the outer end of the steel arm, and B is the resistive arm length, i.e., the distance from the pin joint of the steel arm 321 to the inner end of the steel arm 321. Meanwhile, as the shear wall deforms, force is transmitted to the inner energy dissipation component 10 through the third embedded part 6, so that the force is generated
Where C is the distance from the neutral axis of the shear wall 2 to the inner energy dissipating component 10. In summary, when the edge of the shear wall 2 is deformed vertically by Δ, the outer energy dissipation component 9 will also be deformed vertically by Δ, and the inner energy dissipation component 10 will be deformed vertically by Δ
Deformation of (2). The effect of the enlargement of the deformation of the inner dissipative member 10 with respect to the outer dissipative member 9 is
Is deformed relatively to the inner side of the shear wall 2
The deformation amplification effect of the inner energy dissipation component 10 is
And (4) doubling.
And establishing a refined numerical model (figure 16) of the energy dissipater through finite element software, considering the interaction relation between the shear wall structure and the energy dissipater as a boundary condition, and performing pseudo-static analysis under reciprocating load. The results show that: under the reciprocating load, the hysteresis curve of the energy dissipater is full, and the energy dissipation performance is excellent; and the energy consumption can be started under the condition of smaller deformation, namely, the energy consumption under small earthquake can be realized, and the main structure is protected from being damaged by the earthquake.
Claims (9)
1. The utility model provides a shear force wall structure, includes basis and sets up the shear force wall on the basis, its characterized in that: reserved spaces are symmetrically arranged on two sides of the bottom of the shear wall connected with the foundation, and a deformation amplification type energy dissipater is arranged in each reserved space.
2. The shear wall structure of claim 1, wherein: the deformation amplification type energy dissipater comprises a first connecting part, a second connecting part and a third connecting part; the lower end of the first connecting part is fixed on the foundation, and the third connecting part is fixed on the upper bottom surface of the reserved space of the shear wall; the second connecting part is provided with a middle hinge point which divides the second connecting part into a power arm and a resistance arm in the length direction; the second connecting part is connected with the upper end of the first connecting part through the middle hinge point; the end part of the second connecting part power arm is provided with an outer buckling restrained energy dissipation component connected with the first connecting part, and the end part of the second connecting part resistance arm is provided with an inner buckling restrained energy dissipation component connected with the third connecting part; the upper end of the power arm of the second connecting part is movably connected with the upper bottom surface of the reserved space of the shear wall to form a movable connecting point.
3. The shear wall structure of claim 2, wherein: the first connecting part comprises a bottom plate, a pin shaft support and a fixed hinge support, wherein the pin shaft support and the fixed hinge support are arranged on the bottom plate; the second connecting part is hinged on the pin shaft support; the outer buckling restrained energy dissipation component is connected to the fixed hinged support.
4. The shear wall structure of claim 2, wherein: the second connecting part comprises a steel arm, a curvature adjusting node and a hinged support which are positioned at one end part of the steel arm, and a hinged support which is positioned at the other end part of the steel arm; the curvature adjusting node is hinged to the upper bottom surface of the reserved space of the shear wall.
5. The shear wall structure of claim 2, wherein: the third connecting part comprises a top plate and a fixed hinged support arranged on the top plate, and the fixed hinged support is connected with the inner-side buckling restrained energy dissipation component.
6. The shear wall structure of claim 2, wherein: a first embedded part fixedly connected with the first connecting part is arranged in the foundation; and a second embedded part movably connected with the upper end of the power arm of the second connecting part and a third embedded part fixedly connected with the third connecting part are arranged in the reserved space of the shear wall.
7. The shear wall structure of claim 6, wherein: the first embedded part is composed of a flat plate, a plurality of internal thread sleeves and a plurality of foundation steel bars, and the bottom surface of the flat plate is connected with the internal thread sleeves and the foundation steel bars in a welding mode.
8. The shear wall structure of claim 6, wherein: the second embedded part is composed of a flat plate, three connecting plates and a plurality of shear wall steel bars, the top surface of the flat plate is connected with the shear wall steel bars in a welding mode, and the bottom surface of the flat plate is connected with the connecting plates in a welding mode.
9. The shear wall structure of claim 6, wherein: the third embedded part is composed of a flat plate, a plurality of internal thread sleeves and a plurality of shear wall reinforcing steel bars, and the top surface of the flat plate is connected with the internal thread sleeves and the shear wall reinforcing steel bars in a welding mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010533611.8A CN111622377A (en) | 2020-06-12 | 2020-06-12 | Shear wall structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010533611.8A CN111622377A (en) | 2020-06-12 | 2020-06-12 | Shear wall structure |
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| CN111622377A true CN111622377A (en) | 2020-09-04 |
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| CN202010533611.8A Pending CN111622377A (en) | 2020-06-12 | 2020-06-12 | Shear wall structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364641A (en) * | 2020-03-17 | 2020-07-03 | 南京林业大学 | Bamboo plywood shear wall |
| CN113756461A (en) * | 2021-08-20 | 2021-12-07 | 北京工业大学 | Bottom angle damper with displacement amplification function and assembled shear wall with swinging energy consumption |
-
2020
- 2020-06-12 CN CN202010533611.8A patent/CN111622377A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364641A (en) * | 2020-03-17 | 2020-07-03 | 南京林业大学 | Bamboo plywood shear wall |
| CN111364641B (en) * | 2020-03-17 | 2021-03-23 | 南京林业大学 | Bamboo plywood shear wall |
| CN113756461A (en) * | 2021-08-20 | 2021-12-07 | 北京工业大学 | Bottom angle damper with displacement amplification function and assembled shear wall with swinging energy consumption |
| US20230055344A1 (en) * | 2021-08-20 | 2023-02-23 | Beijing University Of Technology | Bottom corner damper with displacement amplification function and fabricated type shear wall with rocking energy dissipation |
| US11982099B2 (en) * | 2021-08-20 | 2024-05-14 | Beijing University Of Technology | Bottom corner damper with displacement amplification function and fabricated type shear wall with rocking energy dissipation |
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