CN114182838A - Split type building earthquake-resistant structure of civil engineering - Google Patents
Split type building earthquake-resistant structure of civil engineering Download PDFInfo
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- CN114182838A CN114182838A CN202010965756.5A CN202010965756A CN114182838A CN 114182838 A CN114182838 A CN 114182838A CN 202010965756 A CN202010965756 A CN 202010965756A CN 114182838 A CN114182838 A CN 114182838A
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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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Abstract
The invention belongs to the technical field of buildings, and particularly relates to a split type building earthquake-resistant structure for civil engineering, which comprises a foundation layer, wherein the foundation layer is fixedly connected with a bottom plate through a steel bar structure, the bottom plate is provided with a connecting column through a positioning column in a matching way, one end of the connecting column, which is far away from the bottom plate, is fixedly connected with a building main body, one end of the connecting column, which is close to the bottom plate, is movably connected with an earthquake-resistant mechanism, the earthquake-resistant mechanism comprises a pressing block and a pushing block, the pressing block is detachably connected with the connecting column, the pushing block is slidably connected with the bottom plate, and one end of the pushing block is slidably connected with the pressing block. The shock absorption device can perform shock absorption work on the building main body in the vertical direction by arranging the shock absorption rod and the rubber pad, can perform circumferential shock absorption work on the building main body by matching the pressing block and the pushing block, improves the shock absorption effect of the civil engineering building anti-seismic structure, effectively reduces casualties and property loss caused by earth crust movement, and is suitable for popularization.
Description
Technical Field
The invention belongs to the technical field of buildings, and particularly relates to a split type building earthquake-resistant structure for civil engineering.
Background
Civil engineering is a general term of scientific technology for building various land engineering facilities, and refers to engineering entities for surveying, planning, designing, constructing, installing, maintaining and the like of buildings, structures, related supporting facilities and the like of newly-built, reconstructed or expanded various projects except house buildings and the like and completed by the engineering works. Earthquake is one of natural disasters causing the greatest damage degree to buildings, can cause huge damage to heavy engineering and life line engineering, and sometimes can cause paralysis of urban functions, so that building earthquake resistance is always a focus of people in civil engineering, but in different earthquake areas, the use requirements of building earthquake resistant structures still have certain differences and deficiencies to be perfected.
Among the prior art, the fixed connection structure of building and ground integral type is adopted to common building majority on the market at present, and this kind of building structure generally is applicable to the more stable area of crust, can not receive the influence of earthquake, but when the comparatively frequent area of crust activity is faced, this kind of integral type building structure can produce certain swing under the inertial action of crust motion, in case the great messenger's building of crust motion amplitude is easy to be collapsed by shaking, leads to causing bigger casualties and property loss.
Therefore, the split type building earthquake-resistant structure of the civil engineering is provided to solve the problems.
Disclosure of Invention
The invention aims to solve the problems and provides a split type building earthquake-resistant structure with good shock absorption effect for civil engineering in regions with frequent crustal movement.
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides a split type building antidetonation structure of civil engineering, includes the ground basic unit, the ground basic unit passes through steel bar structure fixedly connected with bottom plate, the bottom plate is provided with the spliced pole through the reference column cooperation, the one end fixedly connected with building subject of bottom plate is kept away from to the spliced pole, the one end swing joint that the spliced pole is close to the bottom plate has antidetonation mechanism, antidetonation mechanism is including pressing the piece and promoting the piece, the connection can be dismantled to pressing piece and spliced pole, promote piece and bottom plate sliding connection, the one end that promotes the piece with press movable piece sliding connection, promote the other end and the ground basic unit swing joint of piece.
In foretell civil engineering split type building earthquake-resistant structure, the foundation ditch is equipped with the foundation ditch, the foundation ditch adopts the round platform shape structure of top up, the foundation ditch is equipped with the protection shield, the foundation ditch is equipped with the apron, protection shield and apron fixed connection.
In foretell civil engineering split type building earthquake-resistant structure, steel bar structure includes horizontal reinforcing bar and vertical reinforcing bar, horizontal reinforcing bar and vertical reinforcing bar cross welded fastening, the one end and the bottom plate welded fastening of vertical reinforcing bar, the other end of vertical reinforcing bar is equipped with the lug, the foundation course passes through concrete layer and steel bar structure fixed connection.
In the split type building earthquake-resistant structure of civil engineering, the connecting column is provided with the positioning groove, and the positioning column is movably connected with the positioning groove through the multiple groups of damping rods.
In the split type building earthquake-resistant structure of civil engineering, the connecting column is provided with the positioning hole, one end of the positioning column, which is far away from the bottom plate, is provided with the positioning rod, and the positioning rod is connected with the positioning hole through the rubber pad in a matching manner.
In foretell split type building earthquake-resistant structure of civil engineering, the one end of pressure movable block is equipped with the fixed plate, fixed plate and spliced pole all are equipped with the screw hole, the screw hole passes through spacing bolt fixed connection, the other end of pressure movable block is equipped with the limiting plate, the spliced pole is equipped with smooth mouthful, limiting plate and smooth mouthful sliding connection, the one end that the spliced pole was kept away from to the pressure movable block adopts arc convex surface structure.
In the split type building earthquake-resistant structure of civil engineering, the pushing block is fixedly connected with the sliding block, the bottom plate is provided with the T-shaped groove, the sliding block is connected with the T-shaped groove in a sliding mode, and the end, close to the pressing block, of the pushing block is of an arc-shaped concave surface structure.
In foretell civil engineering split type building earthquake-resistant structure, the cooperation setting of the one end that the pressure movable block and promotion piece are close to each other, pressure movable block fixedly connected with stopper, it is equipped with the spacing groove to promote the piece, stopper and spacing groove sliding connection, the stopper adopts hemispherical structure.
In the split type building earthquake-resistant structure of civil engineering, the one end fixedly connected with buffer rod that the reference column was kept away from to the promotion piece, the buffer rod passes through buffer spring and protection shield swing joint.
In foretell civil engineering split type building earthquake-resistant structure, the protection shield is equipped with the dashpot, the buffer beam passes through buffer spring and dashpot sliding connection, the dashpot is equipped with the through-hole, buffer beam fixedly connected with poling, poling and through-hole sliding connection.
The invention has the beneficial effects that:
by designing the split type building earthquake-resistant structure, the invention is convenient for the shock absorption work of the building main body when the earth crust moves, avoids the swinging and collapse of the building main body caused by frequent movement of the earth crust and reduces casualties and property loss.
The building main body is under the normality, uses the stability of guaranteeing the building work through the cooperation of reference column and spliced pole. When the ground shell moves, the connecting column fixedly connected with the building main body absorbs shock through the shock absorption rod and the rubber pad and the positioning column, so that the shock amplitude of the building main body in the vertical direction is reduced; meanwhile, the pressing block detachably connected with the connecting column can apply pressure to the pushing block in the moving process of the connecting column, so that the pushing block can perform circumferential damping work on the protection plate of the foundation pit through the buffer rod, and the swinging collapse of the building main body caused by the movement of the crust is avoided.
The invention has the outstanding characteristics that: can carry out the ascending shock attenuation work of vertical side to building subject through setting up shock attenuation pole and rubber pad, can carry out the shock attenuation work of circumference to building subject through the cooperation of pressing movable block and promotion piece, improve civil engineering building anti-seismic structure's shock attenuation effect, casualties and loss of property that cause when reducing the crust motion.
Drawings
FIG. 1 is a schematic structural view of a split type building earthquake-resistant structure of civil engineering provided by the invention;
FIG. 2 is a schematic view of a connection structure of a connection column and a positioning column in a split type building earthquake-resistant structure of civil engineering provided by the invention;
FIG. 3 is an enlarged schematic view at A in FIG. 1;
FIG. 4 is an enlarged schematic view at B of FIG. 1;
fig. 5 is an enlarged schematic view at C in fig. 1.
In the figure, 1 foundation layer, 11 foundation pits, 12 protection plates, 121 buffer grooves, 122 through holes, 13 cover plates, 14 concrete layers, 2 steel bar structures, 21 transverse steel bars, 22 vertical steel bars, 23 convex blocks, 3 bottom plates, 31T-shaped grooves, 4 positioning columns, 41 shock absorption rods, 42 positioning rods, 43 rubber pads, 5 connecting columns, 51 positioning grooves, 52 positioning holes, 53 sliding openings, 6 building bodies, 7 anti-seismic mechanisms, 8 pressing blocks, 81 fixing plates, 811 threaded holes, 812 limiting bolts, 82 limiting plates, 83 limiting blocks, 9 pushing blocks, 91 sliding blocks, 92 limiting grooves, 93 buffer rods, 931 penetrating rods and 94 buffer springs.
Detailed Description
The following examples are for illustrative purposes only and are not intended to limit the scope of the present invention.
As shown in fig. 1-5, a split type building earthquake-resistant structure of civil engineering, including foundation course 1, it needs to explain that foundation course 1 is equipped with foundation pit 11, foundation pit 11 adopts top round platform shape structure up, foundation pit 11 is equipped with protection shield 12, foundation course 1 is equipped with apron 13, protection shield 12 and apron 13 fixed connection, protection shield 12 adopts the little big cylindric plate structure in lower extreme in upper end, cooperates foundation pit 11 to keep apart the protection to the building shock-absorbing structure of device, the device of being convenient for carries out shock attenuation support work.
Ground basic unit 1 is through 2 fixedly connected with bottom plates 3 of steel bar structure, it needs to notice, steel bar structure 2 includes horizontal reinforcing bar 21 and vertical reinforcing bar 22, horizontal reinforcing bar 21 and vertical reinforcing bar 22 cross welded fastening, vertical reinforcing bar 22's one end and 3 welded fastening of bottom plate, vertical reinforcing bar 22's the other end is equipped with lug 23, improve bottom plate 3 and ground basic unit 1's connection effect, ground basic unit 1 passes through concrete layer 14 and 2 fixed connection of steel bar structure, pour concrete layer 14 through 2 steel bar structure to bottom plate 3, effectively improve the steadiness of connecting between bottom plate 3 and the ground basic unit 1, avoid building main body 6 to produce the skew in connecting the use, guarantee the shock attenuation supporting effect of device.
Spliced pole 5 is equipped with locating hole 52, and the one end that bottom plate 3 was kept away from to reference column 4 is equipped with locating lever 42, and locating lever 42 passes through rubber pad 43 and locating hole 52 cooperation and connects, can carry out the ascending shock attenuation work of vertical side to building main part 6 through the cooperation of shock attenuation pole 41 and rubber pad 43, guarantees the stability of building main part 6 in the work simultaneously.
One end swing joint that spud 1 is close to bottom plate 3 has antidetonation mechanism 7, antidetonation mechanism 7 is including pressing piece 8 and promotion piece 9, pressing piece 8 and spliced pole 5 can dismantle the connection, it needs to note, the one end of pressing piece 8 is equipped with fixed plate 81, fixed plate 81 adopts the arc structure, the 5 lateral walls of inboard laminating spliced pole of fixed plate 81, fixed plate 81 and spliced pole 5 all are equipped with screw hole 811, screw hole 811 passes through limit bolt 812 fixed connection, the staff of being convenient for is to the erection joint work of pressing piece 8, the other end of pressing piece 8 is equipped with limiting plate 82, limiting plate 82 welded fastening is in the one end that pressing piece 8 keeps away from fixed plate 81, limiting plate 82 adopts the rectangle structure, spliced pole 5 is equipped with spout 53, limiting plate 82 and spout 53 sliding connection, be used for sealing reference column 4, the location installation work of pressing piece 8 is convenient for simultaneously.
Promote piece 9 and bottom plate 3 sliding connection, it should be noted that, promote piece 9 fixedly connected with slider 91, bottom plate 3 is equipped with T-slot 31, slider 91 and T-slot 31 sliding connection, bottom plate 3 adopts circular structure, promote piece 9 and present the setting of scattering form through the slip of slider 91 and T-slot 31, slider 91 adopts T trapezium structure, cooperation T-slot 31 uses, guarantee to promote the stability of piece 9 on bottom plate 3 in the shock attenuation process that slides.
Promote piece 9 and 8 sliding connection of pressure movable block, it needs to be noted that, the one end that spliced pole 5 was kept away from to pressure movable block 8 adopts arc convex surface structure, the one end that promotes piece 9 and be close to pressure movable block 8 adopts arc concave surface structure, the one end cooperation that pressure movable block 8 and promotion piece 9 are close to each other sets up, 8 fixedly connected with stopper 83 of pressure movable block, it is equipped with spacing groove 92 to promote piece 9, stopper 83 and 92 sliding connection of spacing groove, stopper 83 adopts hemispherical structure, a spacing work for pressing movable block 8 and promotion piece 9 slip process, reduce simultaneously pressure movable block 8 and promote the coefficient of friction between the piece 9, the shock attenuation effect of improvement device.
The other end of the pushing block 9 is movably connected with the foundation layer 1, and the specific movable connection process is as follows: promote one end fixedly connected with buffer rod 93 that piece 9 kept away from reference column 4, buffer rod 93 passes through buffer spring 94 and protection shield 12 swing joint, it should be explained that protection shield 12 is equipped with buffer tank 121, buffer rod 93 passes through buffer spring 94 and buffer tank 121 sliding connection, buffer tank 121 is equipped with through-hole 122, buffer rod 93 fixedly connected with wears pole 931, wear pole 931 and through-hole 122 sliding connection, wear pole 931 can improve the relativity in position between buffer rod 93 and the protection shield 12 to a certain extent, avoid producing offset between protection shield 12 and the buffer rod 93.
The operating principle of the present invention will now be described as follows:
when the invention is used, a worker firstly excavates the foundation pit 11 at a specified position, fixes the protective plate 12 and the foundation layer 1, the reinforcing steel bar structure 2 and the foundation layer 1 are fixed by pouring concrete to ensure the support connection stability of the bottom plate 3, the building main body 6 is connected with the positioning column 4 of the bottom plate 3 through the connecting column 5, the limiting plate 82 of the pressing block 8 is in sliding connection with the sliding port 53 of the connecting column 5, one end of the pressing block 8, far away from the limiting plate 82, is in threaded connection with the fixing plate 81 and the connecting column 5 through the limiting bolt 812 to finish the fixing work of the pressing block 8, and at the moment, the pressing block 8 pushes the pushing block 9 to slide with the bottom plate 3 through sliding extrusion, and then the buffer rod 93 is matched with the buffer groove 121 of the protection plate 12 through the buffer spring 94, the penetrating rod 931 is connected with the through hole 122 in a sliding mode, and finally the cover plate 13 and the protection plate 12 are fixed, so that the installation work of the building earthquake-resistant structure is completed.
Building main part 6 is guaranteed through the cooperation of locating lever 42 and spliced pole 5 in the normal work of building main part 6 stability of building main part 6, when the crustal activity, building main part 6 produces certain vibration, 6 fixed connection's spliced pole 5 of building main part at this moment carries out the shock attenuation through shock attenuation pole 41 and rubber pad 43 and reference column 4, reduce the ascending vibration amplitude of 6 vertical side of building main part, spliced pole 5 can be dismantled the pressure movable block 8 of connection and can exert pressure and give promotion piece 9 in 5 motion processes of spliced pole, make promotion piece 9 carry out circumference shock attenuation work through buffer beam 93 to the protection shield 12 of foundation ditch 11, specific circumference shock attenuation process: pressing block 8 pushes down, pressing block 8 fixed connection's stopper 83 and the spacing groove 92 that promotes piece 9 slide, make and promote piece 9 and bottom plate 3 slide, the slider 91 that promotes piece 9 fixed connection this moment slides with the T-slot 31 of bottom plate 3, and then move to the one end of keeping away from reference column 4, the buffer beam 93 that promotes piece 9 fixed connection moves about through buffer spring 94 and buffer slot 121 of protection shield 12, wear pole 931 to be used for guaranteeing the relativity in position between buffer beam 93 and protection shield 12, avoid producing the offset between protection shield 12 and the buffer beam 93, carry out certain buffering work to the circumference of building subject 6, avoid the motion of crust to lead to the swing of building subject 6 to collapse.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (7)
1. The utility model provides a civil engineering split type building antidetonation structure, includes basement layer (1), its characterized in that, basement layer (1) is through steel bar structure (2) fixedly connected with bottom plate (3), bottom plate (3) are provided with spliced pole (5) through reference column (4) cooperation, the one end fixedly connected with building main part (6) of bottom plate (3) is kept away from to spliced pole (5), the one end swing joint that spliced pole (5) are close to bottom plate (3) has antidetonation mechanism (7), antidetonation mechanism (7) include pressure piece (8) and promotion piece (9), pressure piece (8) and spliced pole (5) can dismantle the connection, promotion piece (9) and bottom plate (3) sliding connection, the one end and the pressure piece (8) sliding connection of promotion piece (9), the other end and basement layer (1) swing joint of promotion piece (9), foundation ditch (1) is equipped with foundation ditch (11), foundation ditch (11) adopt top round platform shape structure up, foundation ditch (11) are equipped with protection shield (12), foundation ditch (1) is equipped with apron (13), protection shield (12) and apron (13) fixed connection, steel bar structure (2) are including horizontal reinforcing bar (21) and vertical reinforcing bar (22), horizontal reinforcing bar (21) and vertical reinforcing bar (22) cross welded fastening, the one end and bottom plate (3) welded fastening of vertical reinforcing bar (22), the other end of vertical reinforcing bar (22) is equipped with lug (23), foundation ditch (1) is through concrete layer (14) and steel bar structure (2) fixed connection.
2. The split-type building earthquake-resistant structure of civil engineering according to claim 1, wherein the connecting column (5) is provided with a positioning groove (51), the positioning column (4) is movably connected with the positioning groove (51) through a plurality of groups of shock-absorbing rods (41), the connecting column (5) is provided with a positioning hole (52), one end of the positioning column (4) far away from the bottom plate (3) is provided with a positioning rod (42), and the positioning rod (42) is connected with the positioning hole (52) through a rubber gasket (43) in a matching manner.
3. The split-type building earthquake-resistant structure of civil engineering according to claim 2, wherein one end of the pressure block (8) is provided with a fixing plate (81), the fixing plate (81) and the connecting column (5) are both provided with a threaded hole (811), the threaded hole (811) is fixedly connected through a limiting bolt (812), the other end of the pressure block (8) is provided with a limiting plate (82), the connecting column (5) is provided with a sliding opening (53), the limiting plate (82) is slidably connected with the sliding opening (53), and one end of the pressure block (8) away from the connecting column (5) adopts a convex arc-shaped structure.
4. The split type building earthquake-resistant structure of the civil engineering as claimed in claim 3, wherein the pushing block (9) is fixedly connected with a sliding block (91), the bottom plate (3) is provided with a T-shaped groove (31), the sliding block (91) is slidably connected with the T-shaped groove (31), and one end of the pushing block (9) close to the pressing block (8) adopts an arc concave structure.
5. The split type building earthquake-resistant structure of the civil engineering as claimed in claim 3, wherein the pressing block (8) and the pushing block (9) are arranged in a matching manner at the ends close to each other, the pressing block (8) is fixedly connected with a limiting block (83), the pushing block (9) is provided with a limiting groove (92), the limiting block (83) is connected with the limiting groove (92) in a sliding manner, and the limiting block (83) is of a hemispherical structure.
6. The split-type building earthquake-resistant structure of civil engineering as claimed in claim 1, wherein the pushing block (9) is fixedly connected with a buffer rod (93) at the end far away from the positioning column (4), and the buffer rod (93) is movably connected with the protection plate (12) through a buffer spring (94).
7. The split-type building earthquake-resistant structure of civil engineering as claimed in claim 6, wherein the protection plate (12) is provided with a buffer slot (121), the buffer rod (93) is slidably connected with the buffer slot (121) through a buffer spring (94), the buffer slot (121) is provided with a through hole (122), the buffer rod (93) is fixedly connected with a through rod (931), and the through rod (931) is slidably connected with the through hole (122).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202010965756.5A CN114182838B (en) | 2020-09-15 | 2020-09-15 | Civil engineering split type building earthquake-resistant structure |
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| CN202010965756.5A CN114182838B (en) | 2020-09-15 | 2020-09-15 | Civil engineering split type building earthquake-resistant structure |
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| CN114182838A true CN114182838A (en) | 2022-03-15 |
| CN114182838B CN114182838B (en) | 2023-08-22 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482319A (en) * | 2022-03-17 | 2022-05-13 | 郑州信息科技职业学院 | Civil engineering antidetonation structure |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101396810B1 (en) * | 2012-12-12 | 2014-05-20 | 유니슨이테크 주식회사 | Reinforcing structure for construction method of manufacturing the same |
| CN108385852A (en) * | 2018-03-23 | 2018-08-10 | 浙江鸿安建设有限公司 | A kind of environmentally friendly damping device for building |
| CN208137171U (en) * | 2018-04-17 | 2018-11-23 | 苗艳霞 | A kind of split type building aseismicity structure of civil engineering |
| CN209066983U (en) * | 2018-11-15 | 2019-07-05 | 阮思涵 | A kind of building structure of novel damping |
| CN209457191U (en) * | 2019-01-30 | 2019-10-01 | 沈霁 | A kind of assembled architecture shock-damping structure |
| CN110821258A (en) * | 2019-11-27 | 2020-02-21 | 赵孝民 | Shock isolation device for building |
| CN210217301U (en) * | 2019-07-10 | 2020-03-31 | 邬胜 | Combined earthquake-resistant building structural component |
| CN210684805U (en) * | 2019-07-16 | 2020-06-05 | 郑晓龙 | Civil engineering split type building earthquake-resistant structure |
| CN211228988U (en) * | 2019-11-19 | 2020-08-11 | 张力山 | Split type building earthquake-resistant structure of civil engineering |
| CN211396062U (en) * | 2019-12-12 | 2020-09-01 | 黄晨 | Civil engineering antidetonation additional strengthening |
-
2020
- 2020-09-15 CN CN202010965756.5A patent/CN114182838B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101396810B1 (en) * | 2012-12-12 | 2014-05-20 | 유니슨이테크 주식회사 | Reinforcing structure for construction method of manufacturing the same |
| CN108385852A (en) * | 2018-03-23 | 2018-08-10 | 浙江鸿安建设有限公司 | A kind of environmentally friendly damping device for building |
| CN208137171U (en) * | 2018-04-17 | 2018-11-23 | 苗艳霞 | A kind of split type building aseismicity structure of civil engineering |
| CN209066983U (en) * | 2018-11-15 | 2019-07-05 | 阮思涵 | A kind of building structure of novel damping |
| CN209457191U (en) * | 2019-01-30 | 2019-10-01 | 沈霁 | A kind of assembled architecture shock-damping structure |
| CN210217301U (en) * | 2019-07-10 | 2020-03-31 | 邬胜 | Combined earthquake-resistant building structural component |
| CN210684805U (en) * | 2019-07-16 | 2020-06-05 | 郑晓龙 | Civil engineering split type building earthquake-resistant structure |
| CN211228988U (en) * | 2019-11-19 | 2020-08-11 | 张力山 | Split type building earthquake-resistant structure of civil engineering |
| CN110821258A (en) * | 2019-11-27 | 2020-02-21 | 赵孝民 | Shock isolation device for building |
| CN211396062U (en) * | 2019-12-12 | 2020-09-01 | 黄晨 | Civil engineering antidetonation additional strengthening |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482319A (en) * | 2022-03-17 | 2022-05-13 | 郑州信息科技职业学院 | Civil engineering antidetonation structure |
| CN114482319B (en) * | 2022-03-17 | 2023-08-18 | 郑州信息科技职业学院 | Civil engineering shock-resistant structure |
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| CN114182838B (en) | 2023-08-22 |
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