CN113356665A - Assembled building shock-absorbing structure - Google Patents
Assembled building shock-absorbing structure Download PDFInfo
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- CN113356665A CN113356665A CN202110718773.3A CN202110718773A CN113356665A CN 113356665 A CN113356665 A CN 113356665A CN 202110718773 A CN202110718773 A CN 202110718773A CN 113356665 A CN113356665 A CN 113356665A
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- bearing frame
- sliding
- shock
- rolling
- sliding part
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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
- 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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- 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)
- Vibration Prevention Devices (AREA)
Abstract
The embodiment of the invention discloses an assembly type building damping structure, which relates to the technical field of assembly type buildings and mainly aims to solve the problem of poor anti-seismic effect of the existing assembly type building damping structure; and the sliding part is in rolling connection with the rolling part, the sliding part is driven to move along the horizontal direction by the up-and-down movement of the rolling part, the buffer mechanism is used for weakening the shock wave from the earthquake on the sliding part and the bearing frame, the longitudinal impact force on the bearing frame can be converted into the transverse supporting force for supporting the sliding part by the buffer mechanism positioned between the sliding part and the bearing frame, the transverse impact force on the sliding part can be converted into the longitudinal supporting force for supporting the bearing frame through the buffer mechanism, and the shock absorption and the shock resistance of the building can be improved on the whole.
Description
Technical Field
The application relates to the technical field of assembly type buildings, in particular to an assembly type building damping structure.
Background
At present, China is in a high-speed urbanization and industrialization development stage, the demand of natural resources is large, and great pressure is caused to the natural environment.
The existing assembly type building shock absorption structure is generally simpler and weaker in shock resistance, and when an earthquake occurs, the building is easy to collapse due to transverse and longitudinal shock waves generated by the earthquake.
Disclosure of Invention
An object of the embodiments of the present application is to provide a fabricated building shock-absorbing structure to solve the problems in the background art.
In order to achieve the above purpose, the present application provides the following technical solutions:
the utility model provides an assembly type structure shock-absorbing structure, includes bearing frame and base, still includes:
the supporting mechanism is assembled and connected with the bearing frame, and a rolling part vertical to the bearing frame is arranged in the supporting mechanism; the sliding part is connected with the rolling part in a rolling mode, and the sliding part is driven to move along the horizontal direction by the up-and-down movement of the rolling part; and
and the buffer mechanism is positioned between the sliding part and the bearing frame and is used for weakening shock waves from earthquakes to the sliding part and the bearing frame.
As a further aspect of the present application: the buffer mechanism includes:
a main body part assembled and connected with the bearing frame; and
the arc guide rail part is positioned on the main body part, and a first linkage part in sliding connection with the main body part is arranged on the arc guide rail part; and
and the second linkage part is positioned between the arc-shaped guide rail part and the sliding part, one side of the second linkage part is in sliding connection with the arc-shaped guide rail part, and the other side of the second linkage part is hinged with the sliding part.
As a still further aspect of the present application: the sliding part is provided with a sliding part and a sliding part, and the sliding part is provided with a sliding hole.
As a still further aspect of the present application: and a limiting part for preventing the rolling part from deviating is arranged between the rolling part and the sliding part.
As a still further aspect of the present application: the supporting mechanism comprises a first supporting component arranged between the rolling part and the bearing frame; and a second support assembly mounted between the base and the bearing frame.
As a still further aspect of the present application: the first support assembly comprises a fixed frame in which a first spring is arranged; and one end of the movable frame is connected in the fixed frame in a sliding manner, the fixed frame is assembled and connected with the bearing frame, and the other end of the movable frame is assembled and connected with the rolling part.
As a still further aspect of the present application: the second support assembly comprises a second sliding block which is connected to the fixed column in a sliding mode; and the connecting rod is hinged between the bearing frame and the second sliding block, and the fixed column is also sleeved with a fourth spring.
Compared with the prior art, the beneficial effects of this application are:
when receiving the vertical shock wave of earthquake, the bearing frame can drive the roll portion through supporting mechanism and reciprocate, when the roll portion moves down, the slide portion receives the impact force of roll portion, the roll portion can promote the horizontal migration of slide portion when moving along the inclined plane of slide portion, at this in-process, buffer gear who is located between slide portion and the bearing frame can turn into the vertical impact force that the bearing frame received and be used for supporting the horizontal holding power of slide portion, when receiving the horizontal shock wave of earthquake, the horizontal impact force that the slide portion received can turn into the vertical holding power that is used for supporting the bearing frame through buffer gear again, can improve the shock attenuation and the shock resistance of this building on the whole, the problem that current assembly type building shock-absorbing structure exists the shock attenuation effect poor has been solved.
Drawings
Fig. 1 is a schematic cross-sectional view illustrating a shock-absorbing structure of a prefabricated building according to an embodiment of the present invention.
Fig. 2 is a schematic view illustrating the assembly of a rolling part and a sliding part in a shock-absorbing structure for a prefabricated building according to an embodiment of the present invention.
Fig. 3 is a partially enlarged view of a second support member in a fabricated structure shock-absorbing structure according to an embodiment of the present application.
Fig. 4 is an enlarged view of a part of a shock-absorbing mechanism in a fabricated structure shock-absorbing structure according to an embodiment of the present application.
In the figure: 1-bearing frame, 2-base, 3-supporting plate, 4-fixed frame, 5-first spring, 6-movable frame, 7-roller, 71-limiting rib, 8-wedge block, 81-limiting groove, 9-telescopic rod, 10-second spring, 11-first slide block, 12-sliding groove, 13-threaded drill, 14-first movable rod, 15-fixed rod, 16-connecting rod, 17-second slide block, 18-fixed column, 19-fourth spring, 20-arch plate, 21-second movable rod, 22-arc guide rail, 23-third slide block, 24-fifth spring, 25-arc groove, 26-fourth slide block, 27-slide rod and 28-sixth spring.
Detailed Description
In the description of the present application, it is to be understood that the terms "upper", "lower", "front", "back", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only used for convenience of describing the present application and simplifying the description, but do not indicate or imply that the referred device or element must have a specific orientation, be configured and operated in a specific orientation, and thus, should not be construed as limiting the present application.
This embodiment provides an assembly type structure shock-absorbing structure, including bearing frame 1 and base 2, still include:
the supporting mechanism is assembled and connected with the bearing frame 1, and a rolling part vertical to the bearing frame 1 is arranged in the supporting mechanism; the sliding part is connected with the rolling part in a rolling mode, and the sliding part is driven to move along the horizontal direction by the up-and-down movement of the rolling part; and
and the buffer mechanism is positioned between the sliding part and the bearing frame 1 and is used for weakening shock waves from earthquakes to the sliding part and the bearing frame 1.
In the above-mentioned scheme, the rolling portion is designed to be gyro wheel 7, the sliding part is designed to be wedge 8 and telescopic link 9, gyro wheel 7 and the inclined plane roll connection on the wedge 8, wedge 8 one side is connected base 2 through telescopic link 9, and here gyro wheel 7, wedge 8 and telescopic link 9 have still been replaced by other structures, for example replace gyro wheel 7 with the spheroid, replace wedge 8 with the swash plate, replace telescopic link 9 with elasticity gasbag etc..
Referring to fig. 1 and 4, further, the buffer mechanism includes:
a main body part assembled and connected with the bearing frame 1; and
the arc guide rail part is positioned on the main body part, and a first linkage part in sliding connection with the main body part is arranged on the arc guide rail part; and
and the second linkage part is positioned between the arc-shaped guide rail part and the sliding part, one side of the second linkage part is in sliding connection with the arc-shaped guide rail part, and the other side of the second linkage part is hinged with the sliding part.
In the above-mentioned solution, the main body portion includes the fixing rod 15 and the arch plate 20, the arch plate 20 is connected to the bearing frame 1 through the fixing rod 15, in order to improve the stability of the arch plate 20, the arch plate 20 is further provided with a sliding rod 27 capable of being slidably connected to the base 2, and the sliding rod 27 is sleeved with a sixth spring 28 having a shock-absorbing and buffering effect, where the fixing rod 15, the arch plate 20, the sliding rod 27 and the sixth spring 28 are provided with a function of weakening the longitudinal impact force from the earthquake on the bearing frame 1, and of course, the arch plate 20 may be replaced by other structures, such as an arc plate, a steel bar plate, etc., as long as the impact resistance of the bearing frame 1 can be enhanced, and the description thereof is omitted;
the first linkage part comprises a second movable rod 21 and a fourth slider 26, the second movable rod 21 is hinged between the fourth slider 26 and the arc guide rail part, the arc-shaped groove 25 is formed in the arc-shaped plate 2, the fourth slider 26 is slidably connected in the arc-shaped groove 25, when the bearing frame 1 is subjected to longitudinal impact force of an earthquake, the fourth slider 26 can be driven to slide back and forth in the arc-shaped groove 25 along with the up-and-down movement of the bearing frame 1 and the arc-shaped plate 2, so that the shock absorption and buffering effects are achieved, the arc-shaped groove 25 and the fourth slider 26 can be replaced by other sliding structures, as long as the sliding between the bearing frame 1 and the arc-shaped plate 2 can be achieved, and the conventional technical means are adopted here, and the description is omitted;
the arc-shaped guide rail part is designed to be an arc-shaped guide rail 22, and certainly, the arc-shaped guide rail part can also be designed to be a rectangular guide rail or a square guide rail, and the like, which is not limited herein and will not be described herein again, a fifth spring 24 is disposed in the arc-shaped guide rail 22, the second linkage part includes a first movable rod 14 and a third slider 23, two ends of the first movable rod 14 are respectively hinged with the third slider 2 and the sliding part, the third slider 2 is slidably connected in the arc-shaped guide rail 22 and located at one end of the fifth spring 24, here, the third slider 2 can be designed to be fixedly connected with the fifth spring 24 or not connected, when the bearing frame 1 is subjected to an earthquake longitudinal impact force, the arc-shaped guide rail 22 can reciprocate along the axial direction of the fixed rod 15, so as to drive the third slider 2 to slide back and forth along the arc-shaped guide rail 22, and further can convert the received longitudinal impact force into a transverse supporting force for supporting the sliding part through the first movable rod 14, prevent to lead to the sliding part rupture because of the horizontal impact force of earthquake, otherwise, the horizontal impact that the sliding part received can turn into the longitudinal support power that is used for supporting the bearing frame through first movable rod 14 again, third slider 2 and arc guide rail 22, fifth spring 24 here can also be replaced by elastic airbag or elastic rubber, here is the conventional technical means among the prior art, just no longer describe, fifth spring 24 takes place elastic deformation because of the back and forth slip of third slider 2, possess the effect of shock attenuation buffering, compare in traditional damping device, can improve the shock attenuation and the shock resistance of this building on the whole, it has the poor problem of shock attenuation effect to have solved current assembly type building shock-absorbing structure.
Further, still include the elastic component that is located the sliding part for the drive sliding part resets, the elastic component design is established the second spring 10 on telescopic link 9 for the cover, telescopic link 9 still can replace with flexible post, does not do the restriction here, just does not give unnecessary details again.
When receiving earthquake longitudinal shock wave, bearing frame 1 can drive gyro wheel 7 and reciprocate, when gyro wheel 7 downstream, wedge 8 receives gyro wheel 7's impact force, gyro wheel 7 can promote wedge 8 horizontal migration when moving along wedge 8's inclined plane, in this process, second spring 10 receives the extrusion force and compresses, when gyro wheel 7 moves upwards, the elasticity of second spring 10 can promote wedge 8 and remove to initial position, it is reciprocal so circulation, wedge 8, gyro wheel 7 and the design of second spring 10 mutually supporting have played the effect of shock attenuation buffering, the shock resistance of building has been improved.
Further, still be provided with the spacing portion that is used for preventing the skew of roll portion between roll portion and the sliding part, spacing portion designs for being located spacing groove 81 on the wedge 8 and being located spacing muscle 71 on gyro wheel 7, and when gyro wheel 7 rolled on the wedge 8 surface, spacing muscle 71 embedding was in spacing groove 81, and when receiving the lateral shock wave of earthquake, spacing muscle 71 and spacing groove 81's design can prevent that gyro wheel 7 from droing from the wedge 8, possessed the good characteristics of stability, further improved the shock resistance of this building.
Further, still be provided with first slider 11 on the wedge 8, first slider 11 sliding connection is in the spout 12 of seting up in the base 2 for prevent that the wedge 8 from appearing the skew in the removal process, improved the stability of this building.
Further, a threaded drill 13 is connected to the bearing frame 1 through threads.
During the use, when receiving the longitudinal shock wave of earthquake, bearing frame 1 can drive the roll portion through supporting mechanism and reciprocate, when roll portion downstream, the slide portion receives the impact force of roll portion, the roll portion can promote slide portion horizontal migration when moving along the inclined plane of slide portion, at this in-process, the elastic component receives the extrusion force and compresses, when roll portion rebound, the elastic component can promote wedge 8 and remove to initial position, it is reciprocal so circulation, the slide portion, the design of roll portion and the mutual complex of elastic component has played the effect of shock attenuation buffering, the shock resistance of building has been improved, the poor problem of traditional assembled building shock-absorbing structure shock-absorbing capacity has been solved.
Referring to fig. 1 to 3, as an embodiment of the present application, the supporting mechanism includes a first supporting component installed between the rolling part and the bearing frame 1; and a second supporting component arranged between the base 2 and the bearing frame 1.
Further, the first supporting component comprises a fixed frame 4 in which a first spring 5 is arranged; and one end sliding connection is at the adjustable shelf 6 in the mount 4, mount 4 and 1 assembly connection of bearing frame, the adjustable shelf 6 other end and the rolling portion assembly connection, when receiving the vertical shock wave of earthquake, adjustable shelf 6 can reciprocate in mount 4, and meanwhile, the elastic deformation of first spring 5 self, then can weaken the vertical impact force that comes from ground that bearing frame 1 received, further improved the shock resistance.
Further, the second supporting component comprises a second sliding block 17 connected on the fixed column 18 in a sliding manner; and the connecting rod 16 is hinged between the bearing frame 1 and the second sliding block 17, the fixed column 18 is further sleeved with a fourth spring 19, when the fixed column is subjected to transverse shock waves of an earthquake, the bearing frame 1 can shake, the connecting rod 16 is designed to transfer the impact force of the earthquake waves received by the bearing frame 1 to the second sliding block 17, the second sliding block 17 converts the impact force into the kinetic energy of the second sliding block 17 through sliding along the fixed column 18, and the elastic deformation of the fourth spring 19 can absorb the kinetic energy of the second sliding block 17, so that the shock absorption and buffering effects are achieved, and the shock resistance of the building is further improved.
Furthermore, the bearing frame 1 is also connected in a through hole formed in the surface of the base 2 in a sliding mode through the sliding rod 14, and the third spring 15 is sleeved on the surface of the sliding rod 14, so that the shock resistance of the building is further improved.
The working principle is as follows: when the earthquake longitudinal shock wave is received, the bearing frame 1 can drive the roller 7 to move up and down through the fixed frame 4 and the movable frame 6, the movable frame 6 can move up and down in the fixed frame 4, meanwhile, the elastic deformation of the first spring 5 can weaken the longitudinal shock force from the ground received by the bearing frame 1, when the roller 7 moves downwards, the wedge block 8 receives the shock force of the roller 7, the roller 7 can push the wedge block 8 to move horizontally while moving along the inclined surface of the wedge block 8, in the process, the second spring 10 is compressed by the extrusion force, when the roller 7 moves upwards, the elastic force of the second spring 10 can push the wedge block 8 to move to the initial position, the circular reciprocating is carried out, the design that the wedge block 8, the roller 7 and the second spring 10 are matched with each other plays a role in shock absorption and buffering, the arc-shaped guide rail 22 can move in a reciprocating manner along the axial direction of the fixed rod 15, thereby driving the third sliding block 2 to slide back and forth along the arc-shaped guide rail 22, and further converting the received longitudinal impact force into a transverse supporting force for supporting the sliding part through the first movable rod 14, and preventing the sliding part from being broken due to the transverse impact force of an earthquake;
when the transverse shock wave of an earthquake is received, the transverse shock received by the sliding part can be converted into longitudinal supporting force for supporting the bearing frame through the first movable rod 14, the third sliding block 23 and the arc-shaped guide rail 22, the fifth spring 24 can be replaced by an elastic air bag or elastic rubber, the conventional technical means in the prior art is adopted, repeated description is omitted, the fifth spring 24 is elastically deformed due to the back-and-forth sliding of the third sliding block 2, the damping and buffering effects are achieved, the rollers 7 can be prevented from falling off from the wedge-shaped block 8 due to the design of the limiting ribs 71 and the limiting grooves 81, the stability is good, the design of the connecting rod 16 can transfer the shock force of the earthquake wave received by the bearing frame 1 to the second sliding block 17, the second sliding block 17 converts the shock force into the kinetic energy of the second sliding block 17 through the sliding along the fixed column 18, the kinetic energy of the second sliding block 17 can be absorbed due to the elastic deformation of the fourth spring 19, thereby playing the role of shock absorption and buffering.
In conclusion, when the earthquake longitudinal shock wave is received, the bearing frame 1 can drive the rolling part to move up and down through the supporting mechanism, when the rolling part moves downwards, the sliding part receives the impact force of the rolling part, the rolling part can push the sliding part to move horizontally while moving along the inclined surface of the sliding part, in the process, the buffer mechanism between the sliding part and the bearing frame 1 can convert the longitudinal impact force received by the bearing frame 1 into the transverse supporting force for supporting the sliding part, when the earthquake transverse shock wave is received, the transverse impact force received by the sliding part can be converted into the longitudinal supporting force for supporting the bearing frame 1 through the buffer mechanism, the shock absorption and shock resistance of the building can be improved on the whole, and the problem that the shock absorption effect of the existing assembly type building shock absorption structure is poor is solved.
It should be noted that, although the present specification describes embodiments, each embodiment does not include only a single technical solution, and such description of the specification is only for clarity, and those skilled in the art should take the specification as a whole, and the technical solutions in the embodiments may be appropriately combined to form other embodiments understood by those skilled in the art, and the above-mentioned embodiments only express the preferred embodiments of the technical solutions, and the description thereof is more specific and detailed, but should not be construed as limiting the scope of the claims of the technical solutions. It should be noted that, for those skilled in the art, without departing from the concept of the present application, several modifications, improvements and substitutions can be made, which are all within the protection scope of the present technical solution.
Claims (7)
1. The utility model provides an assembly type structure shock-absorbing structure, includes bearing frame and base, its characterized in that still includes:
the supporting mechanism is assembled and connected with the bearing frame, and a rolling part vertical to the bearing frame is arranged in the supporting mechanism; and
the sliding part is connected with the rolling part in a rolling way, and the sliding part is driven to move along the horizontal direction by the up-and-down movement of the rolling part; and
and the buffer mechanism is positioned between the sliding part and the bearing frame and is used for weakening shock waves from earthquakes to the sliding part and the bearing frame.
2. The fabricated building shock-absorbing structure according to claim 1, wherein the buffer mechanism comprises:
a main body part assembled and connected with the bearing frame; and
the arc guide rail part is positioned on the main body part, and a first linkage part in sliding connection with the main body part is arranged on the arc guide rail part; and
and the second linkage part is positioned between the arc-shaped guide rail part and the sliding part, one side of the second linkage part is in sliding connection with the arc-shaped guide rail part, and the other side of the second linkage part is hinged with the sliding part.
3. The fabricated building shock-absorbing structure according to claim 1, further comprising an elastic part on the sliding part for driving the sliding part to be restored.
4. A fabricated building shock-absorbing structure according to claim 3, wherein a stopper portion for stopping the displacement of the rolling portion is further provided between the rolling portion and the sliding portion.
5. A fabricated building cushioning structure according to claim 1, wherein said support mechanism comprises a first support member mounted between the rolling portion and the load bearing frame; and a second support assembly mounted between the base and the bearing frame.
6. A fabricated building cushioning structure according to claim 5, wherein said first support member comprises a fixed frame having a first spring mounted therein; and one end of the movable frame is connected in the fixed frame in a sliding manner, the fixed frame is assembled and connected with the bearing frame, and the other end of the movable frame is assembled and connected with the rolling part.
7. The shock absorbing structure for prefabricated buildings according to claim 5, wherein the second supporting member comprises a second slider slidably coupled to the fixing post; and the connecting rod is hinged between the bearing frame and the second sliding block, and the fixed column is also sleeved with a fourth spring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110718773.3A CN113356665A (en) | 2021-06-28 | 2021-06-28 | Assembled building shock-absorbing structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110718773.3A CN113356665A (en) | 2021-06-28 | 2021-06-28 | Assembled building shock-absorbing structure |
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| CN113356665A true CN113356665A (en) | 2021-09-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202110718773.3A Pending CN113356665A (en) | 2021-06-28 | 2021-06-28 | Assembled building shock-absorbing structure |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944725A (en) * | 2021-11-15 | 2022-01-18 | 中建八局第二建设有限公司 | Anti-seismic support frame for building construction |
| CN114232831A (en) * | 2022-02-24 | 2022-03-25 | 金狮堂(江苏)建筑设计研究院有限公司 | Damping device for building |
| CN114351885A (en) * | 2022-01-18 | 2022-04-15 | 安徽富煌钢构股份有限公司 | Assembled steel construction wind-resistant shock attenuation building |
| CN114607168A (en) * | 2022-03-16 | 2022-06-10 | 安徽中擎建设发展有限公司 | Anti-seismic reinforcing structure of multilayer masonry |
| CN115125985A (en) * | 2022-06-02 | 2022-09-30 | 陈传富 | Pouring type building base with shockproof effect |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111088847A (en) * | 2019-12-26 | 2020-05-01 | 袁志广 | Assembled building structure with antidetonation |
| CN210857589U (en) * | 2019-09-28 | 2020-06-26 | 上海向道建筑设计咨询有限公司 | Earthquake-resistant building structure |
| CN212004099U (en) * | 2020-03-27 | 2020-11-24 | 深圳市方佳建筑设计有限公司 | Anti-seismic frame structure of high-rise building |
| CN112064819A (en) * | 2020-09-21 | 2020-12-11 | 王�忠 | Building main body structure with auxiliary assembly installing support |
| US20210102368A1 (en) * | 2019-10-03 | 2021-04-08 | Thermacrete Llc | Differential settlement anchors |
-
2021
- 2021-06-28 CN CN202110718773.3A patent/CN113356665A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN210857589U (en) * | 2019-09-28 | 2020-06-26 | 上海向道建筑设计咨询有限公司 | Earthquake-resistant building structure |
| US20210102368A1 (en) * | 2019-10-03 | 2021-04-08 | Thermacrete Llc | Differential settlement anchors |
| CN111088847A (en) * | 2019-12-26 | 2020-05-01 | 袁志广 | Assembled building structure with antidetonation |
| CN212004099U (en) * | 2020-03-27 | 2020-11-24 | 深圳市方佳建筑设计有限公司 | Anti-seismic frame structure of high-rise building |
| CN112064819A (en) * | 2020-09-21 | 2020-12-11 | 王�忠 | Building main body structure with auxiliary assembly installing support |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944725A (en) * | 2021-11-15 | 2022-01-18 | 中建八局第二建设有限公司 | Anti-seismic support frame for building construction |
| CN114351885A (en) * | 2022-01-18 | 2022-04-15 | 安徽富煌钢构股份有限公司 | Assembled steel construction wind-resistant shock attenuation building |
| CN114232831A (en) * | 2022-02-24 | 2022-03-25 | 金狮堂(江苏)建筑设计研究院有限公司 | Damping device for building |
| CN114607168A (en) * | 2022-03-16 | 2022-06-10 | 安徽中擎建设发展有限公司 | Anti-seismic reinforcing structure of multilayer masonry |
| CN114607168B (en) * | 2022-03-16 | 2023-11-14 | 安徽中擎建设发展有限公司 | Earthquake-resistant reinforcing structure of multilayer masonry |
| CN115125985A (en) * | 2022-06-02 | 2022-09-30 | 陈传富 | Pouring type building base with shockproof effect |
| CN115125985B (en) * | 2022-06-02 | 2023-12-12 | 浙江华宇工程设计集团有限公司 | Pouring type building base with shockproof effect |
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