CN110714646A - Composite building - Google Patents
Composite building Download PDFInfo
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- CN110714646A CN110714646A CN201911034120.2A CN201911034120A CN110714646A CN 110714646 A CN110714646 A CN 110714646A CN 201911034120 A CN201911034120 A CN 201911034120A CN 110714646 A CN110714646 A CN 110714646A
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- rise structure
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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
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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
- 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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- 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
- E04H9/14—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 against other dangerous influences, e.g. tornadoes, floods
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to a composite building, which comprises a low-rise structure body and a high-rise structure body, wherein the bottom of the low-rise structure body is fixed under the ground, a first shear wall is arranged on the inner side of the peripheral outer wall of the upper floor of the low-rise structure body adjacent to the high-rise structure body, a first channel is arranged between the first shear wall corresponding to the inside and the outside and the outer wall of the upper floor of the low-rise structure body, a second shear wall is arranged on the inner side of the peripheral outer wall of the lower floor of the high-rise structure body adjacent to the low-rise structure body, a second channel is arranged between the second shear wall corresponding to the inside and the outside and the outer wall of the lower floor of the high-rise structure body, damping devices are arranged in the first channel and the second channel, a stand column is arranged at the centers of the low-rise structure body and the high-rise structure body, and a, the problem of cracking or collapsing of the building is easily caused by the large-intensity earthquake or the super-intensity earthquake.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a composite building.
Background
The building is a general term of buildings and structures; the artificial environment is created by people by using the grasped substance technical means and applying certain scientific laws, geomantic omen and aesthetic rules in order to meet the needs of social life.
The earthquake-resistant structure system is the most key problem to be considered in earthquake-resistant design, plays a decisive role in safety and economy, and is a comprehensive system decision.
The existing commercial and residential building is composed of a high-rise structure body and a low-rise structure body arranged below the high-rise structure body, the distribution density of columns of the high-rise structure body is larger than that of columns of the low-rise structure body due to different functions of the high-rise structure body and the low-rise structure body, and when the building is subjected to strong wind or earthquake, the displacement difference of the high-rise structure body and the low-rise structure body in the horizontal direction is large, so that the building is easy to crack or collapse.
The invention discloses a wind-resistant building with the application publication number of CN 107060459A, which mainly adopts the technical scheme that: the protection cover and the turbofan engine A are respectively arranged on two sides of the building body, the turbofan engine B is arranged on the roof, and the turbofan engines A and B generate a thrust opposite to wind power to the building, so that a part of wind power is offset, and the building is kept balanced; the disadvantage is that when the distribution density of the columns of the high-rise structure and the low-rise structure of the building is different, if a large-intensity earthquake or an ultra-intensity earthquake is met, the displacement difference of the high-rise structure and the low-rise structure in the horizontal direction is large, the building is easy to crack or collapse, and the earthquake resistance of the building is poor.
Disclosure of Invention
The composite building is good in seismic performance and not easy to crack or collapse when meeting the super-strength earthquake.
In order to achieve the purpose, the technical scheme of the invention is as follows:
a composite building comprises a low-rise structure body and a high-rise structure body arranged above the low-rise structure body, wherein the low-rise structure body and the high-rise structure body are both multi-floor frame structures formed by beams and columns, the distribution density of the columns of each floor of the low-rise structure body is smaller than that of the columns of each floor of the high-rise structure body, the bottom of the low-rise structure body is fixed under the ground, first shear walls which correspond to the inside and the outside are arranged on the inner sides of the peripheral outer walls of the upper floors of the low-rise structure body adjacent to the high-rise structure body, annular first channels are arranged between the first shear walls which correspond to the inside and the outside and between the first shear walls and the outer walls of the upper floors of the low-rise structure body adjacent to the low-rise structure body, second shear walls which correspond to the inside and outside of the first shear walls are arranged on the inner sides of the peripheral outer walls of, an annular second channel is arranged between the second shear wall corresponding to the inside and the outside and the outer wall of the lower floor of the high-rise structure body, and damping devices respectively connecting the first shear wall with the low-rise structure body and the second shear wall with the high-rise structure body are arranged in the first channel and the second channel;
the upper end of the upright column sequentially penetrates through each floor of the low-rise structural body and each floor of the high-rise structural body from bottom to top and is flush with the top of the high-rise structural body;
the outer part of the upright post is sleeved with a cylindrical shear wall, the bottom of the cylindrical shear wall is vertically fixed below the ground, and the upper end of the cylindrical shear wall sequentially penetrates through the low-rise structural body and each floor of the high-rise structural body from bottom to top to be flush with the top of the high-rise structural body;
the damping device comprises two fixing plates and a rubber bag connected with the two fixing plates, the outer sides of the two fixing plates arranged in the first channel are respectively fixed on the first shear wall corresponding to the inside and the outside and the upper floor outer wall of the low-rise structure body, and the outer sides of the two fixing plates arranged in the second channel are respectively fixed on the second shear wall corresponding to the inside and the outside and the lower floor outer wall of the high-rise structure body.
Further, the center that the rubber bag was made for rubber has the annular structure body of through-hole, be provided with annular airtight cavity in the lateral wall of rubber bag, wear to be equipped with cylinder and cylinder that cup joints together with the central axis form of being the interval each other in the through-hole of rubber bag, one of them fixed plate inboard in two fixed plates is fixed to the one end of cylinder, there is first clearance the other end of cylinder and the inboard of another fixed plate in two fixed plates, the one end of cylinder is fixed inboard with the gapped fixed plate of cylinder, the other end of cylinder stretches into in the cylinder and the fixed plate inboard of connecting the cylinder has the second clearance.
Further, the first gap and the second gap have the same length.
Further, the fixing plate is two vertical plate bodies which are parallel to each other.
Further, the rubber bag is a wheel-shaped structure formed by the outward bulge of the middle part of the annular structure body.
Furthermore, the distribution density of the pillars of each floor of the low-rise structure is gradually increased from the periphery to the center, and the distribution density of the pillars of each floor of the high-rise structure is uniform.
Further, the cylindrical shear wall is a square or round cylindrical shear wall perpendicular to the ground.
Furthermore, a plurality of groups of damping devices are uniformly distributed in the first channel and the second channel, and each group of damping devices is composed of two damping devices which correspond to each other up and down.
Furthermore, the damping devices arranged at the upper part of each group of damping devices are all arranged at the upper parts of the first channel and the second channel, and the damping devices arranged at the lower part of each group of damping devices are all arranged at the lower parts of the first channel and the second channel.
Through the technical scheme, the invention has the beneficial effects that:
1. since the distribution density of the pillars of each storey of the low-rise structure is less than that of the pillars of each storey of the high-rise structure, when the present invention is subjected to an earthquake or strong wind, the high-rise structure body and the low-rise structure body respectively generate displacement with different values in the horizontal direction, the two displacements with different values generate displacement difference, the first shear wall and the second shear wall are arranged in the invention to reduce the displacement difference between adjacent floors of the low-rise structure body and the high-rise structure body, the damping device can respectively strain the outer walls of the low-rise structure body and the high-rise structure body to approach to the center, absorb the energy of earthquake energy and wind in the horizontal direction and reduce the displacement difference between the low-rise structure body and the high-rise structure body, therefore, the invention is not easy to damage or crack, improves the safety performance of the building, and improves the wind resistance and the earthquake resistance of the building.
2. Because the centers of the low-rise structure body and the high-rise structure body are provided with the upright columns, the bottoms of the upright columns are vertically fixed below the ground, and the upper ends of the upright columns sequentially penetrate through each floor of the low-rise structure body and each floor of the high-rise structure body from bottom to top to be flush with the top of the high-rise structure body; when the building meets super strong wind, the top of the building is limited by the upright posts, so that the building is not easy to shake greatly, and the wind resistance of the building is improved.
3. The bottom of the cylindrical shear wall is vertically fixed below the ground, and the upper end of the cylindrical shear wall sequentially penetrates through each floor of the low-rise structural body and the high-rise structural body from bottom to top to be flush with the top of the high-rise structural body; the cylindrical shear wall enhances the shear resistance of the invention, and when the cylindrical shear wall is subjected to horizontal energy of earthquake, the cylindrical shear wall is not easy to deform or crack, thereby improving the earthquake resistance of buildings.
4. The damping device comprises two fixing plates and a rubber bag connected with the two fixing plates, and the rubber bag is an annular structural body which is made of rubber and provided with a through hole in the center; the damping device has the structural advantages that: the shock insulation efficiency is high, the shock insulation effect is better than that of a common spring and rubber, and when the shock absorber is subjected to a strong earthquake, compared with a common shock absorber, the shock absorber has small deformation and large earthquake energy absorption, so that the displacement difference of a high-rise structural body and a low-rise structural body in the horizontal direction is small, and the safety performance and the earthquake resistance performance of a building are improved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a cross-sectional view of FIG. 1A-A;
FIG. 3 is a cross-sectional view of FIGS. 1B-B;
FIG. 4 is a schematic view of the structure of the shock absorbing device of the present invention;
fig. 5 is a cross-sectional view of fig. 4C-C.
The reference numbers in the drawings are as follows: the structure comprises a low-rise structure body 1, a high-rise structure body 2, a ground 3, a column 4, a cylindrical shear wall 5, a first channel 6, a second channel 7, a first shear wall 10, a second shear wall 20, a damping device 21, a fixing plate 210, a rubber bag 211, a cylinder 212, a cylinder 213 and a sealed cavity 214.
Detailed Description
The invention is further described with reference to the following figures and detailed description:
as shown in fig. 1 to 5, a composite building comprises a low-rise structure 1 and a high-rise structure 2 arranged above the low-rise structure, wherein the low-rise structure 1 and the high-rise structure 2 are both multi-story frame structures formed by beams and columns, the distribution density of the columns of each story of the low-rise structure 1 is less than that of the columns of each story of the high-rise structure 2, the bottom of the low-rise structure 1 is fixed below the ground 3, first shear walls 10 corresponding to the inside and the outside are arranged on the inner sides of the peripheral outer walls of the upper stories of the low-rise structure 1 adjacent to the high-rise structure 2, annular first channels 6 are arranged between the first shear walls 10 corresponding to the inside and the outside and the upper stories of the low-rise structure 1, second shear walls 20 corresponding to the top and the bottom of the first shear walls 10 are arranged on the inner sides of the peripheral outer walls of the lower stories of the high-, the lower floor outer wall and the second shear wall 20 of the high-rise structure 2 adjacent to the low-rise structure 1 correspond to each other inside and outside, an annular second channel 7 is arranged between the second shear wall 20 corresponding to the inside and outside and the lower floor outer wall of the high-rise structure 2, and damping devices 21 respectively connecting the first shear wall 10, the low-rise structure 1, the second shear wall 20 and the high-rise structure 2 are respectively arranged in the first channel 6 and the second channel 7.
The center department of low floor structure 1 and high-rise structure 2 is provided with stand 4, the bottom vertical fixation of stand 4 is under ground 3, and the upper end of stand 4 from bottom to top runs through in proper order and crosses low floor structure 1 and every floor of high-rise structure 2 and the top parallel and level of high-rise structure.
The outer portion of the upright post 4 is sleeved with a cylindrical shear wall 5, the bottom of the cylindrical shear wall 5 is vertically fixed below the ground 3, and the upper end of the cylindrical shear wall 5 penetrates through each floor of the low-rise structural body 1 and the high-rise structural body 2 from bottom to top in sequence and is flush with the top of the high-rise structural body.
The damping device 21 includes two fixing plates 210 and a rubber bladder 211 connecting the two fixing plates 210, the outer sides of the two fixing plates 210 disposed in the first channel 6 are respectively fixed on the first shear wall 10 corresponding to the inside and outside and the upper floor of the low-rise structure 1, and the outer sides of the two fixing plates 210 disposed in the second channel 7 are respectively fixed on the second shear wall 20 corresponding to the inside and outside and the lower floor of the high-rise structure 2.
The rubber bag 211 is an annular structure body which is made of rubber and provided with a through hole at the center, an annular closed cavity 214 is arranged in the side wall of the rubber bag 211, a cylinder 212 and a cylinder 213 which are sleeved together with the central axis at intervals penetrate through the through hole of the rubber bag 211, one end of the cylinder 212 is fixed on the inner side of one fixing plate 210 of the two fixing plates 210, a first gap is formed between the other end of the cylinder 212 and the inner side of the other fixing plate 210 of the two fixing plates 210, one end of the cylinder 213 is fixed on the inner side of the fixing plate 210 which has a gap with the cylinder 212, and the other end of the cylinder 213 extends into the cylinder 212 and is connected with the inner side of the fixing plate 210 of.
The first gap and the second gap have the same length.
The fixing plate 210 is two vertical plates parallel to each other.
The rubber bag 211 is a wheel-shaped structure formed by the middle part of the annular structure protruding outwards.
The distribution density of the pillars of each floor of the low-rise structural body 1 is gradually increased from the periphery to the center, and the distribution density of the pillars of each floor of the high-rise structural body 2 is uniform.
The cylindrical shear wall 5 is a square or round cylindrical shear wall vertical to the ground.
And a plurality of groups of damping devices 21 are uniformly distributed in the first channel 6 and the second channel 7, and each group of damping devices consists of two damping devices which correspond to each other up and down.
The damping devices arranged at the upper part of each group of damping devices are all positioned at the upper parts in the first channel 6 and the second channel 7, and the damping devices arranged at the lower part of each group of damping devices are all positioned at the lower parts in the first channel 6 and the second channel 7.
Since the distribution density of the pillars of each storey of the low-rise structure 1 is smaller than that of the pillars of each storey of the high-rise structure 2, when the present invention is subjected to an earthquake or strong wind, the high-rise structure body 2 and the low-rise structure body 1 respectively generate displacement with different values in the horizontal direction, and the two displacements with different values generate displacement difference, the first shear wall 10 and the second shear wall 20 are arranged in the invention to reduce the displacement difference between adjacent floors of the low-rise structure body 1 and the high-rise structure body 2, the damping device 21 can respectively strain the outer walls of the low-rise structure body 1 and the high-rise structure body 2 to approach to the center, absorb the energy of earthquake energy and wind in the horizontal direction, and reduce the displacement difference between the low-rise structure body 1 and the high-rise structure body 2, therefore, the invention is not easy to damage or crack, improves the safety performance of the building, and improves the wind resistance and the earthquake resistance of the building.
Because the centers of the low-rise structural body 1 and the high-rise structural body 2 are provided with the upright post 4, the bottom of the upright post 4 is vertically fixed below the ground 3, and the upper end of the upright post 4 sequentially penetrates through each floor of the low-rise structural body 1 and the high-rise structural body 2 from bottom to top to be flush with the top of the high-rise structural body; when the building meets super strong wind, the top of the building is limited by the upright post 4, so that the building is not easy to shake greatly, and the wind resistance of the building is improved.
The bottom of the cylindrical shear wall 5 is vertically fixed below the ground 3, and the upper end of the cylindrical shear wall 5 sequentially penetrates through each floor of the low-rise structural body 1 and the high-rise structural body 2 from bottom to top to be flush with the top of the high-rise structural body; the cylindrical shear wall 5 enhances the shear resistance of the invention, and when the cylindrical shear wall is subjected to horizontal energy of earthquake, the cylindrical shear wall is not easy to deform or crack, thereby improving the earthquake resistance of buildings.
Since the damping device 21 includes two fixing plates 210 and a rubber bladder 211 connecting the two fixing plates 210, the rubber bladder 211 is an annular structure body made of rubber and having a through hole at the center; the shock absorbing device 21 has the structural advantages that: the shock insulation efficiency is high, the shock insulation effect is better than that of a common spring and rubber, when the shock absorber 21 is subjected to a strong earthquake, compared with a common shock absorber, the shock absorber has small deformation and large earthquake energy absorption, so that the displacement difference of the high-rise structural body 2 and the low-rise structural body 1 in the horizontal direction is small, and the safety performance and the earthquake resistance performance of a building are improved.
Compared with the existing commercial and residential dual-purpose building, the displacement difference of the high-rise structural body and the low-rise structural body in the horizontal direction is reduced by 8% -10% and the shear strength is improved by at least more than 10% when the building is subjected to an earthquake or strong wind with the same strength, so that the wind resistance, the earthquake resistance and the safety performance of the building are improved.
The detailed description of the present invention is provided with reference to the accompanying drawings, however, the above description is not intended to limit the present invention, and various equivalent or equivalent modifications or replacements may be made within the technical scope of the present invention within the disclosure range without departing from the spirit of the present invention.
Claims (9)
1. A composite building comprises a low-rise structure body (1) and a high-rise structure body (2) arranged above the low-rise structure body, wherein the low-rise structure body (1) and the high-rise structure body (2) are both of multi-floor frame structures formed by beams and columns, the distribution density of the columns of each floor of the low-rise structure body (1) is smaller than that of the columns of each floor of the high-rise structure body (2), and the bottom of the low-rise structure body (1) is fixed below the ground (3) The shear wall (20) corresponds to the inner and outer parts of the lower floor outer wall and the second shear wall (20) of the high-rise structure body (2) adjacent to the low-rise structure body (1), an annular second channel (7) is arranged between the inner and outer corresponding second shear wall (20) and the lower floor outer wall of the high-rise structure body (2), and damping devices (21) respectively connecting the first shear wall (10), the low-rise structure body (1), the second shear wall (20) and the high-rise structure body (2) are respectively arranged in the first channel (6) and the second channel (7);
the center of the low-rise structural body (1) and the center of the high-rise structural body (2) are provided with an upright post (4), the bottom of the upright post (4) is vertically fixed below the ground (3), and the upper end of the upright post (4) sequentially penetrates through each floor of the low-rise structural body (1) and each floor of the high-rise structural body (2) from bottom to top to be flush with the top of the high-rise structural body;
the outer part of the upright post (4) is sleeved with a cylindrical shear wall (5), the bottom of the cylindrical shear wall (5) is vertically fixed below the ground (3), and the upper end of the cylindrical shear wall (5) sequentially penetrates through each floor of the low-rise structural body (1) and the high-rise structural body (2) from bottom to top to be flush with the top of the high-rise structural body;
the damping device (21) comprises two fixing plates (210) and a rubber bag (211) connected with the two fixing plates (210), the outer sides of the two fixing plates (210) arranged in the first channel (6) are respectively fixed on the outer walls of the upper floor of the first shear wall (10) and the upper floor of the high-rise structure body (1) which correspond to the inner side and the outer side, and the outer sides of the two fixing plates (210) arranged in the second channel (7) are respectively fixed on the outer walls of the second shear wall (20) and the lower floor of the high-rise structure body (2) which correspond to the inner side and the outer side.
2. The composite building according to claim 1, wherein the rubber bag (211) is an annular structure made of rubber and having a through hole at the center, an annular closed cavity (214) is formed in the side wall of the rubber bag (211), a cylinder (212) and a cylinder (213) are sleeved in the through hole of the rubber bag (211) at intervals with the central axis, one end of the cylinder (212) is fixed inside one of the two fixing plates (210), a first gap is formed between the other end of the cylinder (212) and the other fixing plate (210) of the two fixing plates (210), one end of the cylinder (213) is fixed inside the fixing plate (210) having a gap with the cylinder (212), and a second gap is formed between the other end of the cylinder (213) and the fixing plate (210) connected with the cylinder (212).
3. A composite building according to claim 2, wherein the first and second gaps are the same length.
4. A composite building according to claim 1, characterised in that said fixing plate (210) is two vertical plates parallel to each other.
5. A composite building according to claim 2, characterised in that the rubber bladder (211) is a wheel-like structure formed by a ring-like structure with an outwardly convex middle portion.
6. A composite building according to claim 1, characterized in that the distribution density of the pillars of each storey of the low-rise structure (1) is gradually increased from the periphery to the center, and the distribution density of the pillars of each storey of the high-rise structure (2) is uniform.
7. A composite building according to claim 1, characterised in that the cylindrical shear wall (5) is a square or round cylindrical vertical to the ground shear wall.
8. Composite building according to claim 1, characterized in that a plurality of groups of damping devices (21) are distributed in the first channel (6) and the second channel (7), each group of damping devices being formed by two damping devices corresponding to each other.
9. A composite building according to claim 8, characterised in that the shock absorbing means of each set of shock absorbing means located in the upper part are located in the upper part of the first (6) and second (7) channels, and the shock absorbing means of each set of shock absorbing means located in the lower part of the first (6) and second (7) channels.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911034120.2A CN110714646B (en) | 2019-10-29 | 2019-10-29 | Composite building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911034120.2A CN110714646B (en) | 2019-10-29 | 2019-10-29 | Composite building |
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| CN110714646A true CN110714646A (en) | 2020-01-21 |
| CN110714646B CN110714646B (en) | 2020-10-02 |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1059770A (en) * | 1990-09-06 | 1992-03-25 | 陆建衡 | Shock insulation and elimination device for high storeyed building construction |
| DE29714919U1 (en) * | 1997-08-20 | 1997-12-04 | Funke, Karlheinz, 47627 Kevelaer | Flood protection wall for detached houses |
| RU2196211C2 (en) * | 2000-11-02 | 2003-01-10 | Юсупов Абусупян Курашевич | Multistory earthquakeproof building |
| RU2573882C1 (en) * | 2014-12-25 | 2016-01-27 | Олег Савельевич Кочетов | Kochetov(s low-noise aseismic production building |
| CN107178163A (en) * | 2017-07-05 | 2017-09-19 | 大连理工大学 | A kind of fabricated shear wall energy-dissipating and shock-absorbing level connection joint device and its construction method |
| CN109555242A (en) * | 2018-12-04 | 2019-04-02 | 黄河水利职业技术学院 | A kind of anti-buckling steel plate shear wall structure of energy-dissipating and shock-absorbing |
| CN109868896A (en) * | 2019-01-31 | 2019-06-11 | 丁昱丹 | A kind of building |
-
2019
- 2019-10-29 CN CN201911034120.2A patent/CN110714646B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1059770A (en) * | 1990-09-06 | 1992-03-25 | 陆建衡 | Shock insulation and elimination device for high storeyed building construction |
| DE29714919U1 (en) * | 1997-08-20 | 1997-12-04 | Funke, Karlheinz, 47627 Kevelaer | Flood protection wall for detached houses |
| RU2196211C2 (en) * | 2000-11-02 | 2003-01-10 | Юсупов Абусупян Курашевич | Multistory earthquakeproof building |
| RU2573882C1 (en) * | 2014-12-25 | 2016-01-27 | Олег Савельевич Кочетов | Kochetov(s low-noise aseismic production building |
| CN107178163A (en) * | 2017-07-05 | 2017-09-19 | 大连理工大学 | A kind of fabricated shear wall energy-dissipating and shock-absorbing level connection joint device and its construction method |
| CN109555242A (en) * | 2018-12-04 | 2019-04-02 | 黄河水利职业技术学院 | A kind of anti-buckling steel plate shear wall structure of energy-dissipating and shock-absorbing |
| CN109868896A (en) * | 2019-01-31 | 2019-06-11 | 丁昱丹 | A kind of building |
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|---|---|
| CN110714646B (en) | 2020-10-02 |
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