CN115075606A - Building structure antidetonation reinforced structure based on BIM - Google Patents
Building structure antidetonation reinforced structure based on BIM Download PDFInfo
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- CN115075606A CN115075606A CN202210807550.9A CN202210807550A CN115075606A CN 115075606 A CN115075606 A CN 115075606A CN 202210807550 A CN202210807550 A CN 202210807550A CN 115075606 A CN115075606 A CN 115075606A
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- 230000002787 reinforcement Effects 0.000 claims description 9
- 238000005728 strengthening Methods 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 abstract description 12
- 238000013016 damping Methods 0.000 abstract description 7
- 230000003139 buffering effect Effects 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
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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
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—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
- E04H9/0237—Structural braces with damping devices
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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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Emergency Management (AREA)
- Business, Economics & Management (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Electrochemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Chemical & Material Sciences (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention provides a building structure earthquake-resistant reinforcing structure based on BIM, which comprises BIM prefabricated floor components, BIM prefabricated wall board components and supporting plates, wherein the upper surface of the BIM prefabricated floor components is connected with a pushing piece with a damping function, and the top of the pushing piece is connected with a supporting piece with a buffering function. The building structure earthquake-resistant reinforcing structure based on the BIM provided by the invention improves the efficiency of the reinforcing structure in supporting and fixing through the mutual matching between the pushing piece and the supporting piece.
Description
Technical Field
The invention relates to the technical field of building equipment, in particular to a building structure earthquake-resistant reinforcing structure based on BIM.
Background
The fabricated building is one of house buildings, and can greatly improve the building speed of a house and reduce the construction period of concrete pouring construction.
About building structure reinforced structure that combats earthquake, through the retrieval discovery, there is a patent No. 202020941375.9 a reinforced structure that building structure is firm anti-collapsing, this kind of reinforced structure that building structure is firm anti-collapsing, through the setting of backup pad, can distribute the produced side direction of prefabricated wallboard component to the surface of backup pad, then through first bracing piece, the threaded rod, the locking ring, the second bracing piece, the connecting rod, the interact between horizontal bracing piece and the buried piece, transmit prefabricated floor component with the power of overturning, can provide firm holding power to prefabricated wallboard component, thereby the practicality of this reinforced structure has been improved.
This kind of reinforced structure that building structure is firm to resist collapsing utilizes the backup pad to provide the support to prefabricated wallboard component, owing to through the threaded rod with first bracing piece and second bracing piece interconnect, and then first bracing piece and second bracing piece when supporting prefabricated wallboard component, the threaded rod receives the interact power between first bracing piece and the second bracing piece, makes the threaded rod damaged by the pressure easily.
Disclosure of Invention
In order to solve the above technical problems, the present invention provides a building structure earthquake-resistant reinforcement structure based on BIM to solve the above problems described in the background art.
The invention relates to a building structure earthquake-resistant reinforcing structure based on BIM, which is achieved by the following specific technical means: a building structure anti-seismic reinforcing structure based on BIM comprises BIM prefabricated floor components, BIM prefabricated wall panel components and supporting plates, wherein the center of the upper surface of the BIM prefabricated floor component is fixedly connected with the BIM prefabricated wall panel components, the outer side surfaces of the BIM prefabricated wall panel components are fixedly connected with the supporting plates, one sides of the supporting plates are fixedly connected with supporting rods, one ends of the supporting rods are fixedly connected with connecting rods, one ends of the connecting rods, far away from the supporting rods, are fixedly connected with push plates, the tops of the push plates are rotatably connected with supporting blocks through rotating shafts, dampers are fixedly installed in the push plates, one ends of the dampers are fixedly connected with head knuckle bearings, piston rods are embedded in the head knuckle bearings, hydraulic cylinders are arranged on the outer side surfaces of the piston rods in an embedded mode, damping control valves are fixedly connected to the inner walls of the hydraulic cylinders, oil storage cylinders are embedded in the dampers, the outer side surface of the oil storage cylinder is provided with indication scales, one end of the oil storage cylinder, which is far away from the damper, is fixedly connected with a tail joint bearing, a second spring is fixedly connected with one side of the push plate, which is far away from the connecting rod, a sleeve is nested on the outer side surface of the connecting rod, a fixed block is fixedly arranged on the inner wall of the sleeve, an air bag is fixedly arranged in the sleeve, the bottom of the sleeve is fixedly connected with an upper shell, an adjusting plate is movably connected in the upper shell, a lower shell is nested at the bottom of the upper shell, one side of the lower shell is fixedly connected with a fixed rod, one side of the fixed rod far away from the lower shell is fixedly connected with a connecting block, the inside fixed mounting of dead lever has the horizontal pole, the inside embedding of horizontal pole is provided with the lead screw, the one end fixedly connected with gear of horizontal pole is kept away from to the lead screw, the inside fixedly connected with first spring of casing down.
Preferably, one side of the upper shell, which is close to the fixed rod, is provided with a sliding chute, and one side of the inner wall of the sliding chute is provided with a rack groove.
Preferably, the gear is embedded in the lower shell and located right below the sliding groove on one side of the upper shell, and the gear is meshed with the rack groove.
Preferably, the inner wall of the cross rod is provided with threads matched with the screw rod.
Preferably, one end of the connecting rod connected with the push plate is arranged in a conical manner
Preferably, the supporting block is rotatably connected with the push plate through a rotating shaft, and the rotating angle of the supporting block is 180 degrees
Preferably, the fixed block is disc-shaped and is arranged on the inner wall of the sleeve, the center of the fixed block is hollow, and the hollow diameter of the fixed block is larger than the length of the push plate.
Preferably, the distance between every two fixed blocks is greater than the width of the supporting block.
Preferably, one end of the second spring, which is far away from the push plate, is connected with the air bag.
Has the advantages that:
when the BIM prefabricated wall panel component is positioned at the top of the BIM prefabricated floor panel component to generate vibration, the BIM prefabricated wall panel component shakes and pushes the supporting plate at one side, the supporting plate is forced to push the supporting piece, the supporting piece is forced to move to one side and compresses the internal element, the internal element expands to push the internal element to move back when being forced, when the support member moves back, the reaction force is generated to buffer the support member, the support member is stressed to support and fix the support plate, when the support member moves to one side, part of acting force acts on a pushing piece at the bottom of the supporting piece, the pushing piece is pushed to absorb shock through the compression of an internal elastic piece, the pushing piece is forced to compress and move downwards to enable internal elements to rotate, the internal elements rotate and move to one side to support the supporting plate, so that the stability of the reinforcing structure in supporting and fixing is improved.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the structure of the pusher of the present invention;
fig. 3 is a schematic view of a chute structure in embodiment 2 of the present invention;
FIG. 4 is a partial schematic view of the support member of the present invention;
FIG. 5 is a schematic view of a fixing block according to the present invention;
FIG. 6 is a schematic view of a support block connection according to the present invention;
FIG. 7 is a schematic cross-sectional view of a pusher plate according to the present invention;
FIG. 8 is a schematic view of the damper of the present invention.
In fig. 1 to 8, the correspondence between the component names and the reference numbers is:
1. BIM prefabricated floor slab components; 2. BIM prefabricated wall panel components; 3. a lower housing; 301. fixing the rod; 3011. a screw rod; 30111. a gear; 30112. a cross bar; 302. an upper housing; 303. a first spring; 304. an adjusting plate; 305. connecting blocks; 4. a support bar; 401. a connecting rod; 4011. pushing the plate; 40111. a second spring; 40112. a support block; 402. a sleeve; 4021. a fixed block; 4022. an air bag; 5. a support plate; 6. a damper; 601. a head joint bearing; 602. a piston rod; 603. a hydraulic cylinder; 604. an oil storage cylinder; 605. a damping control valve; 606. indicating scales; 607. and a tail joint bearing.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, rather than all embodiments, and all other embodiments obtained by a person of ordinary skill in the art without creative efforts based on the embodiments of the present invention belong to the protection scope of the present invention.
Example 1
The embodiment provides a building structure reinforced structure that combats earthquake based on BIM, including BIM prefabricated floor component 1, BIM prefabricated wallboard component 2 and backup pad 5, BIM prefabricated floor component 1 upper surface is connected with shock-absorbing function's impeller, and the impeller top is connected with buffer function's support piece.
The building structure reinforced structure that combats earthquake based on BIM that this embodiment provided, when BIM prefabricated wall panel component 2 is located 1 top of BIM prefabricated floor slab component and produces the vibration, the backup pad 5 of pushing one side when BIM prefabricated wall panel component 2 rocks, and then backup pad 5 atress promotes support piece, support piece supports backup pad 5 through buffer function and through reaction force, support piece atress is simultaneously extruded to the impeller, the impeller is pressed the downward movement and is made inside rotation and support fixedly to backup pad 5.
The BIM-based building structure earthquake-resistant reinforcing structure provided by the embodiment improves the efficiency of the reinforcing structure in supporting and fixing through the mutual matching between the pushing piece and the supporting piece.
Example 2
This example differs from example 1 in that: the pushing piece comprises a lower shell 3, a fixing rod 301, a screw rod 3011, a gear 30111, a cross rod 30112, an upper shell 302, a first spring 303, an adjusting plate 304 and a connecting block 305, wherein the fixing rod 301 is connected to one side of the lower shell 3, the connecting block 305 is connected to one side, away from the lower shell 3, of the fixing rod 301, the cross rod 30112 is installed inside the fixing rod 301, the screw rod 3011 is arranged inside the cross rod 30112, the gear 30111 is connected to one end, away from the cross rod 30112, of the screw rod 3011, the top of the lower shell 3 is connected with the upper shell 302, the adjusting plate 304 is connected inside the upper shell 302, and the first spring 303 is connected inside the lower shell 3; a sliding groove is formed in one side, close to the fixed rod 301, of the upper shell 302, and a rack groove is formed in one side of the inner wall of the sliding groove; the gear 30111 is embedded in the lower housing 3 and located right below the sliding groove on one side of the upper housing 302, and the gear 30111 is engaged with the rack groove; the inner wall of the cross bar 30112 is provided with threads matched with the screw rod 3011.
When the BIM prefabricated wall panel component 2 is located at the top of the BIM prefabricated floor panel component 1 to vibrate, the BIM prefabricated wall panel component 2 shakes and simultaneously pushes the supporting plate 5 on one side, the supporting plate 5 pushes the supporting piece to enable the upper shell 302 to be extruded downwards, the upper shell 302 drives the adjusting plate 304 to move downwards and extrude the first spring 303, the upper shell 302 moves downwards and drives the gear 30111 to rotate through the rack groove on the inner wall of the sliding groove on one side, meanwhile, the screw rod 3011 rotates along with the gear 30111, the screw rod 3011 rotates and simultaneously enables the cross rod 30112 to move towards one side of the supporting plate 5, and then the cross rod 30112 moves towards one side to push the connecting block 305 to support the supporting plate 5.
Wherein, go up casing 302 and seted up the spout near dead lever 301 one side, and spout inner wall one side has seted up the rack groove, is favorable to going up casing 302 and drives gear 30111 and rotate after receiving the pressure of support piece to remove downwards.
Wherein, the gear 30111 is embedded in the lower housing 3 and located right below the sliding slot on one side of the upper housing 302, and the gear 30111 is engaged with the rack slot, which is beneficial to driving the gear 30111 to rotate clockwise or counterclockwise when the upper housing 302 moves upward or downward.
Wherein, the inner wall of the cross bar 30112 is provided with a thread matching with the screw rod 3011, which is beneficial for driving the cross bar 30112 to move left or right when the screw rod 3011 rotates.
Example 3
This example differs from example 1 in that: the support member of the embodiment comprises a support rod 4, a connection rod 401, a push plate 4011, a second spring 40111, a support block 40112, a sleeve 402, a fixed block 4021, an air bag 4022, a damper 6, a head joint bearing 601, a piston rod 602, a hydraulic cylinder 603, an oil storage cylinder 604, a damping control valve 605, an indication scale 606 and a tail joint bearing 607, wherein one end of the support rod 4 is connected with the connection rod 401, one end of the connection rod 401 away from the support rod 4 is connected with the push plate 4011, the top of the push plate 4011 is connected with the support block 40112, the damper 6 is installed in the push plate 4011, one end of the damper 6 is connected with the head joint bearing 601, the piston rod 602 is arranged in the head joint bearing 601, the hydraulic cylinder 603 is arranged on the outer side surface of the piston rod 602, the damping control valve 605 is connected to the inner wall of the hydraulic cylinder 603, the oil storage cylinder 604 is arranged in the damper 6, the outer side surface of the oil storage cylinder 604 is provided with the indication scale 606, one end of the oil storage cylinder 604 away from the damper 6 is connected with the tail joint bearing 607, one side, far away from the connecting rod 401, of the push plate 4011 is connected with a second spring 40111, the outer side face of the connecting rod 401 is provided with a sleeve 402, the inner wall of the sleeve 402 is provided with a fixing block 4021, and the interior of the sleeve 402 is provided with an air bag 4022; one end of the connecting rod 401 connected with the push plate 4011 is arranged in a conical shape; the supporting block 40112 is rotationally connected with the push plate 4011 through a rotating shaft, and the rotating angle is 180 degrees; the fixing block 4021 is arranged on the inner wall of the sleeve 402 in a disc shape, the center of the fixing block is arranged in a hollow manner, and the hollow diameter is larger than the length of the push plate 4011; the distance between every two fixed blocks 4021 is greater than the width of the supporting block 40112; the end of the second spring 40111 remote from the push plate 4011 is attached to a bladder 4022.
When the BIM prefabricated wall panel component 2 is positioned at the top of the BIM prefabricated floor panel component 1 to generate vibration, the BIM prefabricated wall panel component 2 shakes and simultaneously pushes a supporting plate 5 on one side, the supporting plate 5 pushes a supporting rod 4 to drive a connecting rod 401 to move to one side, the connecting rod 401 is pushed by a pressure to push a push plate 4011 to drive a supporting block 40112 to move and extrude a second spring 40111, the push plate 4011 displaces to enable a piston rod 602 to generate movement of pressing into a storage cylinder 604, oil in the storage cylinder 604 can only enter the storage cylinder through a small hole in the outer side face of a hydraulic cylinder 603, the oil flow is blocked to generate damping force, after the push plate 4011 drives the supporting block 40112 to displace, a damper 6 enables the push plate 4011 and the supporting block 40112 to stop free movement, the supporting block 40112 is enabled to be attached to the conical surface of the connecting rod 401 after rotating through a rotating shaft, meanwhile, an air bag 4022 is expanded by the pressure to push the second spring 40111 to move to one side, and the supporting block 40112 is restored to an initial state by a reaction force, the air bag 4022 is expanded by pressure to a certain degree to push the second spring 40111 to keep stable, and the supporting block 40112 is positioned on the surface of the fixing block 4021 by the pushing force, so that the connecting rod 401 pushes the supporting rod 4 to fix the supporting plate 5.
The end of the connecting rod 401 connected to the push plate 4011 is tapered, which is beneficial to the connecting rod 401 to rotate the supporting block 40112 to fit the conical surface of the connecting rod 401 when the push plate 4011 is pushed by the thrust to move to one side.
Wherein, the supporting block 40112 is rotatably connected with the push plate 4011 through a rotating shaft, and the rotating angle is 180 degrees, which is beneficial to the supporting block 40112 to rotate through the rotating shaft so as to move in the connecting rod 401.
Wherein, fixed block 4021 is the disc and sets up in sleeve 402 inner wall, and center department is hollow setting, and hollow diameter is greater than push pedal 4011's length, is favorable to supporting shoe 40112 to support when being located fixed block 4021 surface.
The distance between every two fixed blocks 4021 is greater than the width of the supporting block 40112, so that when the supporting block 40112 is located between the two fixed blocks 4021 and fixed, the supporting block 40112 can move out of the inside of the supporting block 4011 when the push plate 4011 is pushed again.
One end of the second spring 40111, which is far away from the push plate 4011, is connected to the air bag 4022, so that when the push plate 4011 makes the second spring 40111 extrude the air bag 4022 to expand, the reaction force generated when the air bag 4022 expands to push the second spring 40111 to make the push plate 4011 move reversely is increased.
In summary, the embodiment of the present invention provides a building structure earthquake-resistant reinforcing structure based on BIM, including a BIM prefabricated floor member 1, a BIM prefabricated wall panel member 2 and a supporting plate 5, wherein the upper surface of the BIM prefabricated floor member 1 is connected with a pushing member with a damping function, and the top of the pushing member is connected with a supporting member with a buffering function.
The building structure earthquake-resistant reinforcing structure based on the BIM provided by the invention improves the efficiency of the reinforcing structure in supporting and fixing through the mutual matching between the pushing piece and the supporting piece.
Claims (11)
1. The utility model provides a building structure reinforced structure that combats earthquake based on BIM, includes BIM prefabricated floor component (1), BIM prefabricated wallboard component (2) and backup pad (5), BIM prefabricated floor component (1) upper surface center department is connected with BIM prefabricated wallboard component (2), BIM prefabricated wallboard component (2) lateral surface is connected with backup pad (5), its characterized in that, BIM prefabricated floor component (1) upper surface is connected with shock-absorbing function's impeller, the impeller top is connected with buffer function's support piece.
2. The BIM-based building structure earthquake-resistant reinforcement structure of claim 1, wherein the pushing member comprises a lower shell (3), a fixing rod (301), a screw rod (3011), a gear (30111), a cross rod (30112) and an upper shell (302), the fixing rod (301) is connected to one side of the lower shell (3), the cross rod (30112) is installed inside the fixing rod (301), the screw rod (3011) is arranged inside the cross rod (30112), the gear (30111) is connected to one end, away from the cross rod (30112), of the screw rod (3011), and the upper shell (302) is connected to the top of the lower shell (3).
3. The BIM-based earthquake-resistant and strengthening structure of building structures according to claim 2, wherein a sliding groove is formed at one side of the upper housing (302) close to the fixing rod (301), and a rack groove is formed at one side of the inner wall of the sliding groove.
4. The BIM-based earthquake-resistant reinforcement structure for building structures according to claim 2 or 3, wherein the gear (30111) is embedded in the lower shell (3) and is located right below the sliding groove on one side of the upper shell (302), and the gear (30111) is engaged with the rack groove.
5. The BIM-based seismic reinforcement structure for building structures according to claim 2, wherein the inner wall of the cross bar (30112) is threaded to match the screw (3011).
6. The BIM-based earthquake-resistant and reinforced structure of building structure according to claim 1, wherein the supporting member comprises a connecting rod (401), a push plate (4011), a second spring (40111), a supporting block (40112), a sleeve (402), a fixing block (4021) and an air bag (4022), one end of the connecting rod (401) is connected with the push plate (4011), the top of the push plate (4011) is connected with the supporting block (40112), one side of the push plate (4011) far away from the connecting rod (401) is connected with the second spring (40111), the outer side surface of the connecting rod (401) is provided with the sleeve (402), the fixing block (4021) is installed on the inner wall of the sleeve (402), and the air bag (4022) is installed inside the sleeve (402).
7. The BIM-based seismic reinforcement structure of a building structure, according to claim 6, wherein the end of the connection rod (401) connected to the push plate (4011) is tapered.
8. The BIM-based earthquake-resistant reinforcement structure of building structures, according to claim 6, wherein the supporting block (40112) is rotatably connected with the push plate (4011) through a rotation shaft, and the rotation angle thereof is 180 degrees.
9. The BIM-based earthquake-resistant reinforcement structure for building structures according to claim 6, wherein the fixing block (4021) is arranged on the inner wall of the sleeve (402) in a disc shape, and the center of the fixing block is arranged in a hollow manner, and the hollow diameter is larger than the length of the push plate (4011).
10. The BIM-based seismic reinforcement structure of a building structure, according to claim 6, wherein the distance between every two fixing blocks (4021) is greater than the width of the supporting block (40112).
11. BIM-based seismic reinforcement structure of building structures, according to claim 6, characterized in that the end of the second spring (40111) remote from the push plate (4011) is connected to the air cell (4022).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210807550.9A CN115075606B (en) | 2022-07-08 | 2022-07-08 | Building structure anti-seismic reinforcement structure based on BIM |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210807550.9A CN115075606B (en) | 2022-07-08 | 2022-07-08 | Building structure anti-seismic reinforcement structure based on BIM |
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| CN115075606B CN115075606B (en) | 2024-05-14 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117306720A (en) * | 2023-10-25 | 2023-12-29 | 无锡安鑫卓越智能科技有限公司 | Building beam column connection structure of antidetonation reinforcement |
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| CN214885803U (en) * | 2021-01-25 | 2021-11-26 | 武汉和谐永林建筑工程有限公司 | Building antidetonation reinforced structure |
| CN215802387U (en) * | 2021-05-24 | 2022-02-11 | 伊金霍洛旗宏泰建筑安装有限责任公司 | Industrial building foundation engineering anti-seismic device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN212743447U (en) * | 2020-05-29 | 2021-03-19 | 无锡市索利得工程技术有限公司 | Reinforced structure that building structure is firm anti collapsing |
| CN111894170A (en) * | 2020-07-29 | 2020-11-06 | 徐州易尚饰家装饰工程有限责任公司 | Assembled building side fascia concatenation shock attenuation positioning reinforcement auxiliary structure |
| CN214885803U (en) * | 2021-01-25 | 2021-11-26 | 武汉和谐永林建筑工程有限公司 | Building antidetonation reinforced structure |
| CN113152715A (en) * | 2021-03-26 | 2021-07-23 | 中国建材国际工程集团有限公司 | Anti-seismic reinforcing structure of existing building |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN117306720A (en) * | 2023-10-25 | 2023-12-29 | 无锡安鑫卓越智能科技有限公司 | Building beam column connection structure of antidetonation reinforcement |
| CN117306720B (en) * | 2023-10-25 | 2024-05-24 | 河南商湖建筑工程有限公司 | Building beam column connection structure of antidetonation reinforcement |
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| Publication number | Publication date |
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| CN115075606B (en) | 2024-05-14 |
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