CN214329244U

CN214329244U - Anti-seismic building structure in smart city

Info

Publication number: CN214329244U
Application number: CN202120432110.0U
Authority: CN
Inventors: 祁林; 郭颖
Original assignee: Shenzhen Mingrun Architectural Design Co ltd
Current assignee: Shenzhen Mingrun Architectural Design Co ltd
Priority date: 2021-02-26
Filing date: 2021-02-26
Publication date: 2021-10-01
Anticipated expiration: 2031-02-26

Abstract

The utility model relates to an antidetonation building structure in wisdom city relates to building structure's field, and it includes the bottom plate of being connected with the room roof beam and the roof of being connected with the floor, there is the mobile jib bottom plate side along vertical direction sliding connection, the mobile jib is kept away from the one end fixedly connected with slider of bottom plate, slider sliding connection in the roof, the mobile jib with be provided with between the bottom plate and be used for following the absorbing vertical damper of vertical direction, the roof with be provided with between the slider and be used for horizontal absorbing horizontal damper. This application offsets the vertical displacement and the lateral displacement of roof under vertical shock-absorbing component and horizontal shock-absorbing component's effect, stabilizes being connected of floor and room roof beam, has the connection structure stability who increases between floor and the room roof beam, the effect of personnel and loss of property's probability when effectively reducing the earthquake.

Description

Anti-seismic building structure in smart city

Technical Field

The application relates to building structure's field especially relates to an antidetonation building structure in wisdom city.

Background

The smart city is a city informationization advanced form which fully applies a new generation information technology to various industries in the city based on the next generation innovation (innovation 2.0) of the knowledge society, realizes the deep integration of informatization, industrialization and urbanization, realizes the city management effect and improves the quality of life of citizens.

In view of the above-mentioned related technologies, in the traditional house construction, concrete is often directly used for pouring the beam column to achieve the purpose of fixed support, and the inventor thinks that when an earthquake occurs, the violent shaking adds the larger pressure of the beam column, and the defect of unstable integral structure of the house exists, which easily causes personal injury and property loss.

SUMMERY OF THE UTILITY MODEL

In order to increase housing construction's shock resistance, this application provides an antidetonation building structure in wisdom city.

The application provides an antidetonation building structure in wisdom city adopts following technical scheme:

the utility model provides an antidetonation building structure in wisdom city, includes the bottom plate of being connected with the room roof beam and the roof of being connected with the floor, there is the mobile jib bottom plate side along vertical direction sliding connection, the mobile jib is kept away from the one end fixedly connected with slider of bottom plate, slider sliding connection in the roof, the mobile jib with be provided with between the bottom plate and be used for following the vertical shock-absorbing vertical damper of vertical direction, the roof with be provided with between the slider and be used for horizontal absorbing horizontal damper.

By adopting the technical scheme, when the building encounters a strong earthquake, the top plate displaces along the vertical direction, the top plate drives the main rod to move towards the direction close to the bottom plate, the moving speed of the main rod towards the direction close to the bottom plate is reduced under the action of the vertical damping assembly until the main rod stops moving, and the vertical damping assembly absorbs the kinetic energy of the top plate in the vertical direction to achieve the purpose of stabilizing the connection between the floor slab and the house beam; still often have horizontal displacement along with when the earthquake, when the floor produced lateral displacement, the roof drove the slider and drives the motion, under horizontal damper unit's effect, offset the lateral displacement of slider, stop relative displacement until slider and roof, absorb the horizontal kinetic energy of roof, stabilize the floor and be connected with the room roof beam, increase the connection structure stability between floor and the room roof beam, personnel and property loss's during the effective earthquake probability that reduces.

Optionally, the vertical shock-absorbing assembly comprises two auxiliary rods hinged to the main rod, the two auxiliary rods are far away from one end of the main rod and are connected with the bottom plate in a sliding mode, and an elastic piece used for driving the two auxiliary rods to be close to each other is arranged between the two auxiliary rods.

Through adopting above-mentioned technical scheme, the roof moves along vertical direction, and the roof drives the slider and drives the mobile jib and move along vertical direction, and the mobile jib promotes the tip of the auxiliary rod of both sides, and the auxiliary rod in both sides deviates from the motion mutually to tensile elastic component turns into the elastic potential energy that the elastic component was stored with the vertical direction displacement in edge of roof, offsets the displacement of roof along vertical direction, increases the connection structure stability between floor and the room roof beam.

Optionally, the peripheral side wall of the auxiliary rod is provided with a connecting groove, the elastic element is fixedly connected with a first spring in the connecting groove, and two ends of the first spring are fixedly connected with the bottom wall of the connecting groove of the auxiliary rods on two sides respectively.

Through adopting above-mentioned technical scheme, utilize the spread groove to be connected first spring and auxiliary rod, the first spring of the extension of auxiliary rod of both sides of being convenient for, the displacement of vertical direction is absorbed as the buffering to the first spring of make full use of, convenient and fast.

Optionally, the auxiliary rod is kept away from the one end of mobile jib is articulated to have a connecting block, the bottom plate is close to the side fixedly connected with connecting rod of connecting block, connecting block sliding connection in the periphery lateral wall of connecting rod.

Through adopting above-mentioned technical scheme, when the auxiliary rod that the mobile jib promoted both sides produced the displacement, the auxiliary rod of both sides drove the connecting block of both sides respectively and slides on the connecting rod, utilizes the cooperation of connecting rod and connecting block to provide the direction, convenient and fast for the motion of auxiliary rod.

Optionally, the connecting block is close to the side fixedly connected with guide block of bottom plate, the bottom plate with the connecting rod parallel has seted up the guide way, the both ends of guide way are all closed, guide block sliding connection in the guide way.

Through adopting above-mentioned technical scheme, utilize the cooperation restriction connecting block connecting rod week side's of guide block and guide way rotation, the mobile jib of being convenient for promotes the motion of auxiliary rod, absorbs the displacement of the vertical direction of roof eye, increases the connection structure stability between floor and the room roof beam.

Optionally, the transverse damping assembly comprises a sliding groove formed in the top plate and close to the side face of the bottom plate, the sliding block is connected in the sliding groove in a sliding mode, two ends of the sliding groove are closed, and an elastic piece used for offsetting displacement in the horizontal direction is arranged in the sliding groove.

Through adopting above-mentioned technical scheme, utilize the direction of motion of spout restriction slider, utilize the elastic component to cushion the motion of slider simultaneously, effectively increase the connection structure stability of roof and bottom plate.

Optionally, the elastic member is a second spring, one end of the second spring is fixedly connected to the bottom wall of the sliding groove, and the other end of the second spring is fixedly connected to the side face of the sliding block.

Through adopting above-mentioned technical scheme, the roof moves along the horizontal direction, and the slider moves in the spout, and the slider extrudees the second spring, makes the second spring produce elastic deformation, absorbs roof horizontal displacement's momentum, increases the connection structure stability of roof and bottom plate.

Optionally, the side faces of the top plate and the bottom plate, which face away from each other, are provided with anti-slip lines.

Through adopting above-mentioned technical scheme, the area of contact between antiskid line increase roof and the floor increases frictional force, reaches the effect that increases the connection structure intensity between roof and the floor.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the top plate drives the main rod to drive the auxiliary rods to move away from each other, the auxiliary rods on the two sides stretch the first spring, and the first spring is used as a buffer to absorb displacement in the vertical direction;

2. the top plate moves along the horizontal direction, the sliding block moves in the sliding groove, and the sliding block extrudes the second spring to enable the second spring to generate elastic deformation so as to absorb the momentum of the horizontal displacement of the top plate.

Drawings

Fig. 1 is a schematic cross-sectional structure diagram of an embodiment of the present application.

Reference numerals: 1. a base plate; 2. a top plate; 3. a main rod; 4. a slider; 5. an auxiliary rod; 6. connecting grooves; 7. a first spring; 8. connecting blocks; 9. a connecting rod; 10. a guide block; 11. a guide groove; 12. a chute; 13. a second spring; 14. anti-skid lines; 15. a limiting groove; 16. and a limiting block.

Detailed Description

The present application is described in further detail below with reference to fig. 1.

The embodiment of the application discloses antidetonation building structure in wisdom city. Referring to fig. 1, an antidetonation building structure in wisdom city, including bottom plate 1 and roof 2, bottom plate 1 and room roof butt, roof 2 and floor butt, in order to increase bottom plate 1, roof 2 and room roof, frictional force between 2 roofs, the side that roof 2 and bottom plate 1 deviate from each other all is processed there is anti-skidding line 14, utilize anti-skidding line 14 to increase area of contact between roof 2 and the floor, increase the connection structure intensity between roof 2 and the floor, on the same principle, increase the connection structure intensity between 1 and the room roof, increase the connection structure stability between floor and the room roof.

Referring to fig. 1, for the convenience of offsetting vertical shake during the earthquake, the side that bottom plate 1 is close to roof 2 passes through bolt fixedly connected with riser, the one end integrated into one piece that bottom plate 1 was kept away from to the riser has the diaphragm, the diaphragm is perpendicular with the riser, the diaphragm runs through along vertical direction and has seted up the connecting hole, sliding connection has mobile jib 3 in the connecting hole, mobile jib 3 is connected with two auxiliary rods 5 through the pivot rotation near the one end of bottom plate 1, the pivot axis is perpendicular with the axis of mobile jib 3, the one end that mobile jib 3 was kept away from to auxiliary rod 5 is connected with connecting block 8 through the pivot rotation.

Referring to fig. 1, two backup pads of bolt fixedly connected with are passed through to bottom plate 1 side near connecting block 8, through bolt fixedly connected with connecting rod 9 between two backup pads, 8 sliding connection in week side of connecting rod 9 of connecting block, for the rotation of restriction connecting block 8, bolt fixedly connected with guide block 10 is passed through to connecting block 8 side near bottom plate 1, bottom plate 1 sets up the guide way 11 with guide block 10 parallel adaptation that slides with connecting rod 9, and the both ends of guide way 11 are all closed, guide block 10 is "T" style of calligraphy with the cross section of guide way 11, be convenient for mobile jib 3 promotes the motion of auxiliary rod 5, absorb the displacement of 2 vertical directions in roof, increase the connection structure stability between floor and the room roof beam.

Refer to fig. 1, for the convenience of the better kinetic energy of the vertical direction of absorption, spread groove 6 has been seted up to the relative periphery lateral wall of two auxiliary rods 5, be provided with the elastic component between the both sides spread groove 6, the elastic component sets up to first spring 7, the both ends of first spring 7 pass through the powerful glue fixed connection with the 6 diapire of spread groove of both sides auxiliary rod 5 respectively, when roof 2 produces the displacement of vertical direction, roof 2 drive mobile jib 3 drive auxiliary rod 5 and deviate from the motion mutually, the tensile first spring 7 of auxiliary rod 5 of both sides, utilize first spring 7 as the buffering, absorb the displacement of vertical direction.

After an earthquake, the first spring 7 elastically resets to drive the auxiliary rods 5 on the two sides to approach each other, the auxiliary rods 5 on the two sides jointly push the main rod 3 to move along the vertical direction, and the main rod 3 props up the top plate 2 until the spring returns to the initial state.

Referring to fig. 1, for the convenience of absorbing the horizontal direction displacement of roof 2, bolt fixedly connected with slider 4 is passed through to the one end that mobile jib 3 is close to roof 2, roof 2 is close to the side of slider 4 and is provided with horizontal shock-absorbing assembly, horizontal shock-absorbing assembly is including seting up in roof 2 and is close to the spout 12 of the 1 side of bottom plate and the adaptation that slides of slider 4, and the both ends of spout 12 are all closed, spacing groove 15 has been seted up along its length direction to spout 12 diapire, slider 4 is close to the side of spout 12 and passes through bolt fixedly connected with stopper 16, stopper 16 sliding connection is in spacing groove 15, and spacing groove 15 is "T" style of calligraphy with stopper 16's cross section, utilize stopper 16 and the cooperation of spacing groove 15 to provide the direction for slider 4's motion, be convenient for slider 4 is at spout 12 internal motion, prevent simultaneously that slider 4 from breaking away from spout 12.

Referring to fig. 1, in order to further optimize the absorption of the transverse kinetic energy, an elastic member is arranged in the sliding chute 12, the elastic member is a second spring 13, one end of the second spring 13 is fixedly connected with the bottom wall of the sliding chute 12 through a bolt, the other end of the second spring is fixedly connected with the side surface of the sliding block 4 through a bolt, and the number of the second springs 13 is two, and the two second springs 13 are distributed at two ends of the sliding chute 12.

The roof 2 moves along the horizontal direction, and slider 4 moves in spout 12, and slider 4 extrudees second spring 13, makes second spring 13 produce elastic deformation, absorbs 2 horizontal displacement's of roof momentum, increases roof 2 and bottom plate 1's connection structure stability.

The implementation principle of the anti-seismic building structure in the smart city is as follows: when a building encounters a strong earthquake, the top plate 2 generates displacement in the vertical direction, the top plate 2 drives the main rod 3 to drive the auxiliary rods 5 to move away from each other, the auxiliary rods 5 on the two sides stretch the first springs 7, and the first springs 7 are used as buffers to absorb the displacement in the vertical direction; often still be accompanied with horizontal displacement when the earthquake, when the floor drives roof 2 and produces lateral displacement, roof 2 moves along the horizontal direction, and slider 4 moves in spout 12, and slider 4 extrudes second spring 13, makes second spring 13 produce elastic deformation, absorbs 2 horizontal displacement's of roof momentum, stabilizes being connected of floor and room roof beam, increases the connection structure stability between floor and the room roof beam.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides an antidetonation building structure in wisdom city which characterized in that: include bottom plate (1) be connected with the room roof beam and roof (2) be connected with the floor, there is mobile jib (3) bottom plate (1) side along vertical direction sliding connection, keep away from mobile jib (3) the one end fixedly connected with slider (4) of bottom plate (1), slider (4) sliding connection in roof (2), mobile jib (3) with be provided with between bottom plate (1) and be used for following the absorbing vertical damping component of vertical direction, roof (2) with be provided with between slider (4) and be used for horizontal absorbing horizontal damping component.

2. An earthquake-resistant building structure in a smart city according to claim 1, wherein: vertical shock-absorbing component include with mobile jib (3) two articulated auxiliary rod (5), two auxiliary rod (5) are kept away from the one end of mobile jib (3) all with bottom plate (1) sliding connection, two be provided with between auxiliary rod (5) and be used for driving two the elastic component that auxiliary rod (5) are close to each other.

3. An earthquake-resistant building structure in a smart city according to claim 2, wherein: connecting groove (6) have been seted up to the periphery lateral wall of auxiliary rod (5), the elastic component set up to fixed connection in first spring (7) in connecting groove (6), the both ends of first spring (7) respectively with both sides auxiliary rod (5) connecting groove (6) diapire fixed connection.

4. An earthquake-resistant building structure in a smart city according to claim 3, wherein: keep away from auxiliary rod (5) the one end of mobile jib (3) articulates there is connecting block (8), bottom plate (1) is close to the side fixedly connected with connecting rod (9) of connecting block (8), connecting block (8) sliding connection in the periphery lateral wall of connecting rod (9).

5. An earthquake-resistant building structure in a smart city according to claim 4, wherein: connecting block (8) are close to side fixedly connected with guide block (10) of bottom plate (1), bottom plate (1) with connecting rod (9) parallel seted up guide way (11), the both ends of guide way (11) are all closed, guide block (10) sliding connection in guide way (11).

6. An earthquake-resistant building structure in a smart city according to claim 5, wherein: horizontal damper includes sets up roof (2) are close to spout (12) of bottom plate (1) side, slider (4) sliding connection in spout (12), the both ends of spout (12) are all closed, be provided with the elastic component that is used for offsetting the horizontal direction displacement in spout (12).

7. An earthquake-resistant building structure in a smart city according to claim 6, wherein: the elastic piece is set to be a second spring (13), one end of the second spring (13) is fixedly connected with the bottom wall of the sliding groove (12), and the other end of the second spring is fixedly connected with the side face of the sliding block (4).

8. An earthquake-resistant building structure in a smart city according to claim 7, wherein: the side surfaces of the top plate (2) and the bottom plate (1) which deviate from each other are provided with anti-skid grains (14).