CN114961314A - Anti-seismic reinforcing structure is built in room - Google Patents
Anti-seismic reinforcing structure is built in room Download PDFInfo
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- CN114961314A CN114961314A CN202210381964.XA CN202210381964A CN114961314A CN 114961314 A CN114961314 A CN 114961314A CN 202210381964 A CN202210381964 A CN 202210381964A CN 114961314 A CN114961314 A CN 114961314A
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- Prior art keywords
- slope frame
- frame
- cross beam
- guide rail
- support
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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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
- E04H9/027—Preventive constructional measures against earthquake damage in existing buildings
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/25—Greenhouse technology, e.g. cooling systems therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention provides an earthquake-resistant reinforcing structure for a house building, which comprises a tripod, wherein the tripod comprises a hinged seat, a front slope frame and a rear slope frame, the front slope frame and the rear slope frame are movably connected together through the hinged seat, the front slope frame is positioned on the sunny side, the rear slope frame is positioned on the sunny side, a cross beam is arranged at the bottom of the front slope frame, and the cross beam extends backwards to the lower part of the rear slope frame, so that the cross beam, the front slope frame and the rear slope frame form a triangular tripod; seted up on the crossbeam and corresponded the notch of articulated seat below, swing joint has the pivot in the notch, install the support in the pivot, the frame opening up, its V-arrangement both ends support respectively on the front stall and the after-poppet of tripod, have certain intensity supporting role to tripod inside when the non-shakes, set up the V-arrangement support in the tripod through the pivoted mode, when it receives vibrations, the V-arrangement support has rotatory trend, can make two frames around receive and unload the power through rotatable trend when assaulting to reduce the damage degree.
Description
Technical Field
The invention relates to the technical field of building mechanisms, in particular to a house building anti-seismic reinforcing structure.
Background
The house building type agricultural greenhouse is a popular building facility, the two ends of the house building type agricultural greenhouse are triangular frames, the triangular frames are divided into a front slope frame and a rear slope frame, the front slope frame is longer in size, the rear slope frame is shorter in size, the two triangular frames are connected through a large number of cross rods, then the bottom of the front slope frame and the bottom of the rear slope frame are built through concrete or temporary material, the house building type greenhouse is formed together, the longer front slope frame faces the sun and the shorter rear slope frame faces the back of the sun, and then a large number of covering objects are laid on the front slope frame and the rear slope frame through the cross rods, so that the internal temperature of the house building type agricultural greenhouse is far higher than the external temperature.
The front slope frame on the front side of the tripod has a large covering area and bears a large pressure, so that when an earthquake disaster occurs suddenly, the front slope frame can collapse seriously due to overlarge self gravity, the earthquake disaster is found in agricultural infrastructure because the earthquake disaster is poor in earthquake resistance, the pressure cannot be relieved when the earthquake disaster is borne, the deformed part of the earthquake disaster cannot be recovered, and the cross rods connected between the two triangular frames are large in number and cannot be detached and repaired easily. Therefore, how to improve the shock resistance and how to facilitate the repair is a problem to be solved at present.
Disclosure of Invention
The invention provides a house building anti-seismic reinforcing structure, which aims to solve the problems that the existing shed building type triangular supporting frame lacks anti-seismic performance, has poor anti-seismic effect and is difficult to recover after being deformed by earthquake.
The invention has the technical scheme that the anti-seismic reinforcing structure for the building comprises a tripod, wherein the tripod comprises a hinged seat, a front slope frame and a rear slope frame which are movably connected together through the hinged seat, the front slope frame is positioned on the sunny side, the rear slope frame is positioned on the sunny side, a cross beam is arranged at the bottom of the front slope frame and extends backwards to the lower part of the rear slope frame, so that the cross beam, the front slope frame and the rear slope frame form the tripod with a triangular structure; the cross beam is provided with a notch corresponding to the lower part of the hinge seat, a rotating shaft is movably connected in the notch, a support is mounted on the rotating shaft, the support is a V-shaped frame with an upward opening, one end of the support is provided with a front support rod with the top end extending to the bottom surface of the front slope frame, and the other end of the support is provided with a rear support rod with the top end extending to the bottom surface of the rear slope frame; the rear support rod is provided with a through hole, the beam is fixedly provided with a buffer piece close to the rear support rod, and the other end of the buffer piece penetrates through the through hole and continues to extend to the bottom surface connected with the front support rod; the end of back slope frame has been seted up and has been perforated, and leaves the opening between back slope frame and the crossbeam, the end of crossbeam is fixed with to run through fenestrate guide bar after the kickup, and the top of guide bar is equipped with the stopper that is located back slope frame top, the cover is equipped with spring and lower spring on the guide bar, the upper spring is located between the upper surface and the stopper of back slope frame, the lower spring is located between the lower surface and the crossbeam of back slope frame.
Preferably, the cross beam is provided with a fixing hole along a length direction thereof.
Preferably, the top end of the front stay bar is provided with a chamfer facing the hinge seat.
Preferably, the top end of the rear stay bar is connected with a stay block with the top end contacting with the bottom surface of the rear slope frame, the stay block is provided with an arc-shaped part, and the top end of the arc-shaped part is provided with a protruding part extending towards the direction of the rear slope frame.
Further preferably, the rear slope frame has a length dimension smaller than that of the front slope frame, and the front slope frame, the rear slope frame, and the cross member are made of a wooden material.
Preferably, the front slope frame is provided with a plurality of front angle iron brackets along the length direction, and the rear slope frame is provided with a plurality of rear angle iron brackets along the length direction.
As a further preferred, the inner side surface of the front slope frame is provided with a guide rail along the length direction thereof, the guide rail is internally provided with a plurality of sliding blocks capable of sliding along the guide rail along the length direction thereof, each sliding block is provided with a reinforcing pipe, the reinforcing pipes are rectangular pipes which are perpendicular to the guide rail and extend in the direction far away from the front slope frame, the triangular supports are arranged at two positions and are symmetrical to the two sides of the reinforcing pipes, and one end of each reinforcing pipe close to the guide rail is welded with a vertically upward clamping plate.
Preferably, a bearing seat near the bottom end of the front slope frame is fixed on the guide rail, a screw rod is mounted on the bearing seat, the screw rod extends along the length direction of the guide rail and is provided with a friction wheel near the inner side of the hinge seat, the screw rod is provided with a plurality of threads, the rotation directions of two adjacent threads are opposite, two adjacent reinforcing pipes are respectively mounted on the two threads with opposite rotation directions, every two adjacent reinforcing pipes correspond to the inner side of a front angle iron support, an upward bent friction plate is fixed on the beam, and the friction wheel is in contact with the friction plate.
Compared with the prior art, the triangular support has the advantages that the V-shaped support is arranged in the triangular support, the opening of the support is upward, the two ends of the V-shaped support are respectively supported on the front frame and the rear frame of the triangular support, a certain strength supporting effect is realized on the interior of the triangular support in non-vibration, the V-shaped support is arranged in the triangular support in a rotating mode, when the V-shaped support is vibrated, the V-shaped support has a rotating trend, and the force can be removed through the rotating trend when the front frame and the rear frame are impacted, so that the damage degree is reduced.
The front frame is longer in size, so that more cross rods are connected between the two triangular frames on the front frame when the shed is built for use, the angle iron supports for mounting the cross rods on the front frame are arranged into a building structure, namely, the front side of the shed roof can be covered only by placing all the cross rods on the angle iron supports, the clamping plates with clamping effect are correspondingly arranged on the inner sides of the angle iron supports in a rail mode, when the front side of the shed roof collapses, the clamping plates can form a clamping effect on the cross rods, at the moment, the cross rods can be prevented from rolling off, and the clamping plates are separated from the cross rods when the disaster force is eliminated, so that the damaged cross rods can be quickly removed and replaced.
Drawings
FIG. 1 is a schematic structural diagram of a front view plane of the present invention;
FIG. 2 is a schematic three-dimensional structure of the present invention, derived from FIG. 1;
FIG. 3 is a schematic view of the present invention taken from FIG. 2 at a rotated view;
fig. 4 is a schematic view of the present invention drawn from fig. 3, showing a partial enlarged structure so as to view two adjacent threads of the screw, which are opposite to each other.
Detailed Description
The technical solutions of the present invention will be described in detail and fully with reference to the accompanying drawings, and it should be understood that the described embodiments are only some embodiments, but not all embodiments, of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in fig. 1-4.
The earthquake-resistant reinforcing structure for the building comprises a tripod 1, wherein the tripod 1 comprises a hinged seat 2, a front slope frame 3 and a rear slope frame 4 which are movably connected together through the hinged seat 2, the front slope frame 3 is positioned on the sunny side, the rear slope frame 4 is positioned on the sunny side, a cross beam 5 is arranged at the bottom of the front slope frame 3, and the cross beam 5 extends backwards to the lower part of the rear slope frame 4, so that the cross beam, the front slope frame 3 and the rear slope frame 4 jointly form the tripod 1 with a triangular structure; in practical application, the tripod 1 of this structure is two, is located the building both sides respectively, and the setting of front slope frame 3 towards the sun towards the south is convenient for light and jets into the building, and to the green house construction back light see through the front slope frame 3 position and jet into the canopy, therefore the length dimension of front slope frame 3 is greater than back slope frame 4, and front slope frame 3, back slope frame 4 and crossbeam 5 are the wooden material that has certain cushioning nature. The cross beam 5 is provided with fixing holes 20 along the length direction thereof for mounting on a building foundation. A plurality of front angle iron supports 31 are installed on the front slope frame 3 along the length direction of the front slope frame, a plurality of rear angle iron supports 32 are installed on the rear slope frame 4 along the length direction of the rear slope frame, when the greenhouse is used practically, except that the triangular supports 1 with two same structures are installed on two sides of a foundation, a plurality of cross rods are placed on the back shade surface of the greenhouse through the rear angle iron supports 32, and then the cross rods are placed on the sun facing surface of the greenhouse through the front angle iron supports 31.
Offer notch 6 corresponding in articulated seat 2 below on the crossbeam 5, swing joint has pivot 7 in notch 6, install support 8 in the pivot 7, support 8 is the V-arrangement frame that the opening is up, the one end of support 8 is equipped with the front stay 9 that the top extends to on the 3 bottom surfaces of front slope frame, carry out the bottom sprag to front slope frame 3, the other end of support 8 is equipped with the back stay 10 that the top extends to on the 4 bottom surfaces of back slope frame, carry out the bottom sprag to back slope frame 4, because support 8 articulates in notch 6 through pivot 7, therefore can see out, support 8 not only can support front slope frame 3 and back slope frame 4, and support 8 that has the rotatability when the front slope frame 3 that has a large amount of covers because of reasons such as earthquake warp downwards still can the rotational unloading power, so that the deformation range of front slope frame 3 can reduce.
Since the rear stay 10 is further provided with a through hole, the beam 5 is fixed with a buffer member 11 close to the rear stay 10, the buffer member 11 can be a bent spring as shown in the figure, or can be a hinged gas spring, etc., since the other end of the buffer member 11 penetrates through the through hole and continues to extend to the bottom surface connected with the front stay 9; when the front slope frame 3 is deformed due to the downward pressure, the force of the front slope frame is buffered by the buffering action of the buffering member 11, and when the disaster is eliminated, the bracket 8 is reset and rotated by the buffering member 11 and the front stay 9 is carried to rotate upwards and reset.
The rear slope frame 4 is provided with a through hole 12 at the tail end, an opening is reserved between the rear slope frame 4 and the cross beam 5, a guide rod 13 which is bent upwards and penetrates through the through hole 12 is fixed at the tail end of the cross beam 5, a limiting block 14 which is positioned above the rear slope frame 4 is arranged at the top end of the guide rod 13, an upper spring 15 and a lower spring 16 are sleeved on the guide rod 13, the upper spring 15 is positioned between the upper surface of the rear slope frame 4 and the limiting block 14, the lower spring 16 is positioned between the lower surface of the rear slope frame 4 and the cross beam 5, and the rear slope frame 4 also has buffering performance due to the fact that the opening is reserved between the cross beam 5 and the rear slope frame 4, and when the rear slope frame 4 is bent downwards due to an earthquake, the buffering performance is achieved by means of the buffering structure, and the deformation range of the rear slope frame 4 is reduced.
The top end of the front stay bar 9 is provided with a chamfer 30 facing the hinge seat 2, so that the chamfer 30 can be firstly extruded when the front stay bar is bent downwards due to vibration, and the chamfer 30 is utilized to apply force to the front stay bar 9 so as to force the front stay bar 9 to rotate and unload force.
The top end of the rear stay bar 10 is connected with a stay block 17 with the top end contacting the bottom surface of the rear slope frame 4, the stay block 17 is provided with an arc part 18, the top end of the arc part 18 is provided with a convex part 19 extending towards the direction of the rear slope frame 4, so that when the front slope frame 3 rotates downwards due to earthquake disasters, the front stay bar 9 is pressed downwards to force the front stay bar 9 to rotate downwards, the rear stay bar 10 of the front stay bar 9 is forced to rotate upwards, the rear stay bar 10 applies force to the bottom surface of the rear slope frame 4 through the convex part 19 while rotating upwards to force the rear slope frame 4 to rotate upwards, at the moment, the front stay bar 9 not only pulls the buffer piece 11 to form a buffer unloading effect on the front stay bar 9, but also applies pressure to the upper spring 15 when the rear slope frame 4 rotates upwards to force the upper spring 15 to form a buffer effect on the rear slope frame 4, and the buffer effect is also transmitted to the front stay bar 9, the purpose of double buffering is achieved when only the front support rod 9 bears a disaster, the disaster acts on the rear slope frame 4, the rear slope frame 4 rotates downwards and presses the lower spring 16, and the rear slope frame 4 can also buffer and reduce damage.
In another embodiment, the inner side of the front sloping frame 3 is provided with a guide rail 21 along the length direction thereof, the inside of the rail of the guide rail 21 is provided with a plurality of sliding blocks 22 capable of sliding along the rail in a displacement manner along the length direction thereof, each sliding block 22 is provided with a reinforcing pipe 23, the reinforcing pipes 23 are rectangular pipes which are perpendicular to the guide rail 21 and extend in a direction away from the front sloping frame 3, when in actual use, because the reinforcing pipes 23 are transversely arranged, when a covering is laid on the greenhouse, the covering can be supported at the bottom, because the reinforcing pipes 23 can be adjusted in position on the guide rail 21 along with the sliding blocks 22, and when the greenhouse is built, the triangular frames 1 are two positions, which are respectively positioned at two sides of the greenhouse (similar to triangular beams at two ends of the house) and are symmetrical to two sides of the reinforcing pipes 23, one end of the reinforcing pipes 23 close to the guide rail 21 is welded with a vertical upward clamping plate 24, and the adjacent two clamping plates 24 can limit the cross bar which is placed between the two triangular frames 1 through the front angle iron bracket 31 The cross rods built on the large shed in the mode are convenient to remove, namely the damaged cross rods are convenient to remove after the earthquake disaster, and the structure is reasonable. As the bearing seat 25 near the bottom end of the front slope frame 3 is fixed on the guide rail 21, and the bearing seat 25 is installed with the screw 26, the screw 26 extends along the length direction of the guide rail 21 and is installed with the friction wheel 27 near the inner side of the hinge seat 2, the screw 26 is provided with a plurality of threads 28, the rotation directions of the adjacent two threads 28 are opposite, the adjacent two reinforcing pipes 23 are respectively installed on the two threads 28 with opposite rotation directions, each two adjacent reinforcing pipes 23 correspond to the inner side of one front angle iron bracket 31, the crossbeam 5 is fixed with the friction plate 29 which is bent upwards, the friction wheel 27 is contacted with the friction plate 29, when the front slope frame 3 is bent downwards due to earthquake, the screw 26 is driven to rotate downwards, the friction wheel 27 at the top end of the screw 26 is driven to roll downwards along the surface of the friction plate 29, thereby the friction wheel 27 is driven to rotate with the screw 26, because of being equipped with a large amount of screw threads 28 on the screw rod 26, and the turning directions of two adjacent screw threads 28 are opposite each other again, and two adjacent reinforced pipes 23 are again through the screw hole cooperation on these two opposite screw threads 28, just make screw rod 26 drive two adjacent reinforced pipes 23 above-mentioned and move in opposite directions when rotatory, just force the horizontal pole of putting between two adjacent clamp plates 24 to fasten, when leading to the upward bending of front slope frame 3 because of the calamity reason promptly, these horizontal poles of being convenient for demolish can reach the purpose of fastening again, so as to prevent the canopy top from collapsing completely, and the structure is ingenious.
The above embodiments further describe the object, technical means, and advantageous effects of the present invention in detail. It should be understood that the above are only specific embodiments of the present invention, and are not intended to limit the scope of the present invention. It should be understood that any modifications, equivalents, improvements and the like, which come within the spirit and principle of the invention, may occur to those skilled in the art and are intended to be included within the scope of the invention.
Claims (8)
1. The utility model provides a seismic strengthening structure is built in room, includes tripod (1), its characterized in that: the triangular frame (1) comprises a hinged base (2), a front slope frame (3) and a rear slope frame (4) which are movably connected together through the hinged base (2), the front slope frame (3) is positioned on the sunny side, the rear slope frame (4) is positioned on the sunny side, a cross beam (5) is arranged at the bottom of the front slope frame (3), and the cross beam (5) extends backwards to the lower part of the rear slope frame (4) so that the cross beam, the front slope frame (3) and the rear slope frame (4) jointly form the triangular frame (1) with a triangular structure; a notch (6) corresponding to the lower part of the hinge seat (2) is formed in the cross beam (5), a rotating shaft (7) is movably connected in the notch (6), a support (8) is mounted on the rotating shaft (7), the support (8) is a V-shaped frame with an upward opening, a front support rod (9) with the top end extending to the bottom surface of the front slope frame (3) is arranged at one end of the support (8), and a rear support rod (10) with the top end extending to the bottom surface of the rear slope frame (4) is arranged at the other end of the support (8); a through hole is formed in the rear support rod (10), a buffer piece (11) close to the rear support rod (10) is fixed on the cross beam (5), and the other end of the buffer piece (11) penetrates through the through hole and continues to extend to the bottom surface of the front support rod (9); perforation (12) have been seted up to the end of back slope frame (4), and leave the opening between back slope frame (4) and crossbeam (5), the end of crossbeam (5) is fixed with guide bar (13) that run through perforation (12) to the kickup back, and the top of guide bar (13) is equipped with stopper (14) that are located back slope frame (4) top, the cover is equipped with spring (15) and lower spring (16) on guide bar (13), upper spring (15) are located between upper surface and stopper (14) of back slope frame (4), lower spring (16) are located between lower surface and crossbeam (5) of back slope frame (4).
2. The anti-seismic reinforcing structure for the building according to claim 1, wherein said cross beam (5) is provided with fixing holes (20) along the length direction thereof.
3. Earthquake-resistant and strengthening structure for building according to claim 1, wherein the top of said front stay (9) is provided with a chamfer (30) facing the hinge seat (2).
4. The anti-seismic reinforcing structure for the house building according to claim 1, wherein the top end of the rear stay bar (10) is connected with a supporting block (17) with the top end contacting the bottom surface of the rear slope frame (4), an arc-shaped part (18) is arranged on the supporting block (17), and the top end of the arc-shaped part (18) is provided with a protruding part (19) extending towards the direction of the rear slope frame (4).
5. The house construction earthquake-resistant reinforcement structure according to claim 1, characterized in that the length dimension of the rear slope frame (4) is smaller than the length dimension of the front slope frame (3), and the front slope frame (3), the rear slope frame (4) and the cross beam (5) are of wood material.
6. The anti-seismic reinforcing structure for the building according to claim 1, wherein a plurality of front angle iron brackets (31) are installed on the front slope frame (3) along the length direction of the front slope frame, and a plurality of rear angle iron brackets (32) are installed on the rear slope frame (4) along the length direction of the rear slope frame.
7. The anti-seismic reinforcing structure for the house building according to claim 6, wherein a guide rail (21) is arranged on the inner side surface of the front slope frame (3) along the length direction of the guide rail, a plurality of sliding blocks (22) capable of sliding along the guide rail are arranged in the rail of the guide rail (21) along the length direction of the guide rail, each sliding block (22) is provided with a reinforcing pipe (23), each reinforcing pipe (23) is a rectangular pipe which is perpendicular to the guide rail (21) and extends in the direction far away from the front slope frame (3), the triangular supports (1) are arranged at two positions and are symmetrical to two sides of each reinforcing pipe (23), and one end of each reinforcing pipe (23) close to the guide rail (21) is welded with a vertical upward clamping plate (24).
8. The anti-seismic reinforcing structure for the house building according to claim 7, wherein a bearing seat (25) close to the bottom end of the front slope frame (3) is fixed on the guide rail (21), a screw rod (26) is installed on the bearing seat (25), the screw rod (26) extends along the length direction of the guide rail (21) and is installed with a friction wheel (27) close to the inner side of the hinge seat (2), a plurality of threads (28) are arranged on the screw rod (26), the turning directions of two adjacent threads (28) are opposite, two adjacent reinforcing pipes (23) are respectively installed on two threads (28) with mutually opposite turning directions, every two adjacent reinforcing pipes (23) correspond to the inner side of a front angle iron support (31), an upward bent friction plate (29) is fixed on the cross beam (5), and the friction wheel (27) is in contact with the friction plate (29).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210381964.XA CN114961314B (en) | 2022-04-12 | 2022-04-12 | Anti-seismic reinforced structure is built in room |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210381964.XA CN114961314B (en) | 2022-04-12 | 2022-04-12 | Anti-seismic reinforced structure is built in room |
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| Publication Number | Publication Date |
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| CN114961314A true CN114961314A (en) | 2022-08-30 |
| CN114961314B CN114961314B (en) | 2023-01-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202210381964.XA Active CN114961314B (en) | 2022-04-12 | 2022-04-12 | Anti-seismic reinforced structure is built in room |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002161648A (en) * | 2000-11-22 | 2002-06-04 | Shimizu Corp | Seismic control building |
| CN109138201A (en) * | 2018-08-28 | 2019-01-04 | 浙江甬泰工程技术有限公司 | A kind of self-locking type para-seismic support being easily installed |
| CN210767942U (en) * | 2019-07-26 | 2020-06-16 | 中城科泽工程设计有限责任公司 | Transformation structure of old house |
| CN213115159U (en) * | 2020-08-20 | 2021-05-04 | 桁鼎钢结构技术(上海)有限公司 | Building roof steel structure |
| CN113323156A (en) * | 2021-06-10 | 2021-08-31 | 伍小琴 | Green assembled building of antidetonation type |
-
2022
- 2022-04-12 CN CN202210381964.XA patent/CN114961314B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002161648A (en) * | 2000-11-22 | 2002-06-04 | Shimizu Corp | Seismic control building |
| CN109138201A (en) * | 2018-08-28 | 2019-01-04 | 浙江甬泰工程技术有限公司 | A kind of self-locking type para-seismic support being easily installed |
| CN210767942U (en) * | 2019-07-26 | 2020-06-16 | 中城科泽工程设计有限责任公司 | Transformation structure of old house |
| CN213115159U (en) * | 2020-08-20 | 2021-05-04 | 桁鼎钢结构技术(上海)有限公司 | Building roof steel structure |
| CN113323156A (en) * | 2021-06-10 | 2021-08-31 | 伍小琴 | Green assembled building of antidetonation type |
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| CN114961314B (en) | 2023-01-17 |
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