CN114875949B

CN114875949B - Pile group foundation bearing platform applied to resisting bidirectional horizontal earthquake

Info

Publication number: CN114875949B
Application number: CN202210466445.3A
Authority: CN
Inventors: 金杰; 王家兴; 李周科; 高礼; 林宇亮; 赵红民; 赵海钟; 赵树春; 赵德清; 宋英龙; 余子鹏; 赵志华
Original assignee: Huaeng International Power Co ltd Henan Clean Energy Branch; Central South University; China Energy Engineering Group Hunan Electric Power Design Institute Co Ltd
Current assignee: Huaeng International Power Co ltd Henan Clean Energy Branch; Central South University; China Energy Engineering Group Hunan Electric Power Design Institute Co Ltd
Priority date: 2022-04-29
Filing date: 2022-04-29
Publication date: 2023-01-10
Anticipated expiration: 2042-04-29
Also published as: CN114875949A

Abstract

The invention provides a pile group foundation bearing platform applied to resisting a bidirectional horizontal earthquake. The cushion cap comprises an accommodating space and an anti-seismic structure accommodated in the accommodating space, the anti-seismic structure comprises a first partition plate dividing the accommodating space into a first cavity and a second cavity, a first anti-seismic mechanism located in the first cavity, a second anti-seismic mechanism located in the second cavity and viscous liquid filled in the first cavity and the second cavity, a first stop block of the first anti-seismic mechanism moves along a first direction, and a second stop block of the second anti-seismic mechanism moves along a second direction, so that the viscous liquid flows through the first through hole and the second through hole to generate damping force to consume seismic energy. The pile group foundation bearing platform provided by the invention can simultaneously eliminate the seismic energy by the damping force generated by the viscous liquid driven by the movement of the first stop block along the first direction and the movement of the second stop block along the second direction, and the viscous liquid of the first cavity and the viscous liquid of the second cavity are mutually circulated to form mutual drive, so that the bidirectional horizontal earthquake can be resisted.

Description

Pile group foundation bearing platform applied to resisting bidirectional horizontal earthquake

Technical Field

The utility model relates to an antidetonation technical field especially relates to a be applied to and resist group's pile foundation cushion cap of two-way horizontal earthquake.

Background

The pile foundation has the advantages of high bearing capacity, good earthquake resistance, capability of reducing uneven settlement and the like, and is widely applied to high-rise buildings, heavy plants, bridges, wharfs, large electromechanical equipment and foundations of structures with special requirements. The pile foundation is used for transmitting the load transmitted by the upper structure through the bearing platform and then transmitted into the foundation by the pile foundation. The pile foundation is usually composed of a plurality of piles, the top of each pile is connected with a bearing platform into a whole, and upper load is transferred to a plurality of piles below the pile foundation.

The bearing platform is an important structural component for connecting an upper structure and a lower pile foundation in the structural design, plays a role in bearing up and down, and is an important component for ensuring the effective transmission of force along a force transmission path. The mass of pile group bearing platforms is often very large, and in the earthquake occurrence process, huge inertia force can be generated, and the pile group foundation suffers from great energy. How to eliminate seismic energy is an urgent problem to be solved in the existing pile group foundation bearing platform.

Disclosure of Invention

The invention aims to provide a pile group foundation bearing platform applied to resisting a bidirectional horizontal earthquake, which can consume energy generated by the earthquake in any horizontal direction, and two anti-seismic mechanisms can be mutually driven to continuously consume the earthquake energy.

In order to achieve the above object, the present invention provides a pile foundation cap applied to resist a bidirectional horizontal earthquake, comprising:

the accommodating space is arranged in the bearing platform;

lie in the antidetonation structure in accommodating space includes:

the edge of the first partition plate is connected with the inner wall of the bearing platform, and the accommodating space is divided into a first cavity and a second cavity; the first partition board is provided with a third through hole and a fourth through hole;

the first anti-seismic mechanism is positioned in the first cavity and comprises a first stop block and a first elastic piece which is connected with the inner wall of the bearing platform and the first stop block along a first direction; the first cavity is divided into a first sub-cavity and a second sub-cavity by the first stop, a first through hole is formed in the first stop, and the first through hole is communicated with the first sub-cavity and the second sub-cavity;

the second anti-seismic mechanism is positioned in the second cavity and comprises a second stop block and a second elastic piece which is connected with the inner wall of the bearing platform and the second stop block along a second direction; the second baffle divides the second cavity into a third sub cavity and a fourth sub cavity, the second baffle is provided with a second through hole, and the second through hole is communicated with the third sub cavity and the fourth sub cavity; the first direction intersects the second direction;

viscous liquid filled in the first sub cavity, the second sub cavity, the third sub cavity and the fourth sub cavity; viscous liquid in the first sub-cavity and viscous liquid in the third sub-cavity mutually circulate through the third through hole, and viscous liquid in the second sub-cavity and viscous liquid in the fourth sub-cavity mutually circulate through the fourth through hole;

the first stop block moves along the first direction to change the volumes of the first sub-cavity and the second sub-cavity, and viscous liquid in the first sub-cavity and viscous liquid in the second sub-cavity flow through the first through hole to generate damping force so as to consume seismic energy;

the second block moves along the second direction to change the volumes of the third sub-cavity and the fourth sub-cavity, and viscous liquid in the third sub-cavity and viscous liquid in the fourth sub-cavity flow through the second through hole to generate damping force so as to consume seismic energy.

In a specific embodiment, the number of the first elastic pieces is multiple, and the multiple first elastic pieces are respectively arranged on two sides of the first stop block;

the first elastic pieces are symmetrically arranged on two sides of the first stop block.

In a particular embodiment, the pile foundation cap applied to resist the bidirectional horizontal earthquake comprises:

two first bearing platform walls oppositely arranged along a first direction and two second bearing platform walls oppositely arranged along a second direction;

the first elastic piece is connected with the first stop block and the first bearing platform wall;

the second elastic piece is connected with the second stop block and the second bearing platform wall.

In a specific embodiment, the first partition plate is a rectangular plate, and the third through hole and the fourth through hole are respectively opened at diagonal positions of the first partition plate.

In a specific embodiment, the pile group foundation bearing platform applied to resist the bidirectional horizontal earthquake further comprises:

the second baffle plate is positioned on one side of the first baffle plate far away from the first baffle plate, the surface of the second baffle plate close to the first baffle plate is a rough surface, and the surface of the second baffle plate close to the first baffle plate is contacted with the first baffle plate; friction is generated between the first baffle block and the second baffle plate so as to consume seismic energy; and/or the presence of a gas in the gas,

the third baffle plate is positioned on one side, far away from the first baffle plate, of the second baffle plate, the surface, close to the second baffle plate, of the third baffle plate is a rough surface, and the surface, close to the second baffle plate, of the third baffle plate is in contact with the second baffle plate; and friction is generated between the second baffle block and the third partition plate so as to consume seismic energy.

The invention also provides a pile group foundation bearing platform applied to resisting the bidirectional horizontal earthquake, which comprises:

the accommodating space is arranged in the bearing platform;

lie in the antidetonation structure in accommodating space includes:

the edge of the first partition plate is connected with the inner wall of the bearing platform, and the accommodating space is divided into a first cavity and a second cavity; the first partition board is provided with a third through hole and a fourth through hole, and the surfaces of two sides of the first partition board are rough surfaces;

the first anti-seismic mechanism is positioned in the first cavity and comprises a first stop block and a first elastic piece which is connected with the inner wall of the bearing platform and the first stop block along a first direction; the first cavity is divided into a first sub-cavity and a second sub-cavity by the first stop block;

the second anti-seismic mechanism is positioned in the second cavity and comprises a second stop block and a second elastic piece which is connected with the inner wall of the bearing platform and the second stop block along a second direction; the second baffle divides the second cavity into a third sub-cavity and a fourth sub-cavity;

viscous liquid filled in the first sub cavity, the second sub cavity, the third sub cavity and the fourth sub cavity; the viscous liquid in the first sub-cavity and the viscous liquid in the third sub-cavity are communicated with each other through the third through hole, and the viscous liquid in the second sub-cavity and the viscous liquid in the fourth sub-cavity are communicated with each other through the fourth through hole;

the first baffle plate is arranged in the first cavity, and the first baffle plate is arranged in the second cavity;

the second baffle block moves along the second direction to change the volumes of the third sub-cavity and the fourth sub-cavity and simultaneously rubs with the first baffle plate to consume seismic energy; wherein the first direction intersects the second direction.

In a specific embodiment, the pile foundation cap includes:

In a specific embodiment, the pile group foundation cap further includes:

the second baffle plate is positioned on one side of the first baffle plate far away from the first baffle plate, the surface of the second baffle plate close to the first baffle plate is a rough surface, and the surface of the second baffle plate close to the first baffle plate is contacted with the first baffle plate; friction is generated between the first stop block and the second partition plate so as to consume seismic energy; and/or the presence of a gas in the atmosphere,

The beneficial effects of the invention at least comprise:

1. in the embodiment of the disclosure, the first stopper reciprocates along the first direction under the driving of the first elastic member, and compresses or expands the space of the first sub-cavity (i.e., expands or compresses the space of the second sub-cavity at the same time), so that the viscous liquid in the first sub-cavity and the viscous liquid in the second sub-cavity mutually circulate through the first through hole, and a damping force is generated to consume energy caused by an earthquake; meanwhile, the second stopper reciprocates in a second direction under the drive of the second elastic piece, and compresses or expands the space of the third sub-cavity (namely, expands or compresses the space of the fourth sub-cavity at the same time), so that viscous liquid in the third sub-cavity and viscous liquid in the fourth sub-cavity mutually circulate through the second through hole, and damping force is generated, thereby consuming energy brought by earthquake; meanwhile, viscous liquid of the first cavity and viscous liquid of the second cavity are communicated with the fourth through hole through the third through hole, and therefore the first anti-vibration mechanism and the second anti-vibration mechanism can be driven mutually. Like this, can realize consuming seismic energy respectively from first direction and second direction through first antidetonation mechanism and second antidetonation mechanism to can consume the energy that arbitrary horizontal direction earthquake produced, and first antidetonation mechanism and second antidetonation mechanism can drive each other, can continuously consume seismic energy, consequently, the crowd pile foundation cushion cap that is applied to and resists two-way horizontal earthquake that this disclosed embodiment improves has better shock resistance.

2. In the embodiment of the disclosure, the first stopper is driven by the first elastic member to reciprocate along the first direction, so as to compress or expand the space of the first sub-cavity (i.e. simultaneously expand or compress the space of the second sub-cavity), and the first stopper moves along the first direction and rubs with the first partition plate to consume the seismic energy; meanwhile, the second stopper reciprocates in a second direction under the drive of the second elastic piece, so that the space of the third sub-cavity is compressed or expanded (namely the space of the fourth sub-cavity is expanded or compressed at the same time), and the second stopper moves along the second direction and rubs with the first partition plate to consume seismic energy; meanwhile, the viscous liquid of the first cavity and the viscous liquid of the second cavity are communicated through the third through hole and the fourth through hole, so that the first anti-vibration mechanism and the second anti-vibration mechanism can be driven mutually. Like this, can realize consuming seismic energy respectively from first direction and second direction through first antidetonation mechanism and second antidetonation mechanism to can consume the energy that arbitrary horizontal direction earthquake produced, and first antidetonation mechanism and second antidetonation mechanism can drive each other, can continuously consume seismic energy, consequently, the crowd's pile foundation cushion cap that is applied to and resists two-way horizontal earthquake that this disclosed embodiment improves has better shock resistance.

Drawings

Fig. 1 is a schematic spatial structure diagram of a pile foundation cap applied to resist a bidirectional horizontal earthquake according to an embodiment of the present invention;

fig. 2 is a schematic perspective view of a pile group foundation bearing platform applied to resisting a bidirectional horizontal earthquake according to an embodiment of the present invention;

fig. 3 is a schematic cross-sectional view of a pile group foundation cap applied to resist a bidirectional horizontal earthquake according to an embodiment of the present invention;

fig. 4 is a schematic perspective view of a first stop block in a pile foundation cap applied to resist a bidirectional horizontal earthquake according to an embodiment of the present invention;

fig. 5 is a schematic perspective view of a second stop block in a pile foundation cap applied to resist a bidirectional horizontal earthquake according to an embodiment of the present invention;

fig. 6 is a schematic structural diagram of a first partition in a pile group foundation cap applied to resisting a bidirectional horizontal earthquake according to an embodiment of the invention.

Description of the reference numerals:

bearing platform	1000	First bearing platform wall	1001	Second bearing platform wall	1002
						Third bearing platform wall	1003	Containing space	100	The first cavity	110
A first sub-cavity	111	The second sub-cavity	112	The second cavity	120
						Third sub-cavity	121	The fourth sub-cavity	122	First partition board	211
Second partition board	212	Third partition plate	213	First of allEarthquake-resistant structure	220
						First block	221	A first elastic member	222	Second seismic resistant structure	230
Second stop block	231	Second elastic member	232	Viscous fluid	240
						First through hole	H1	Second through hole	H2	Third through hole	H3
Fourth through hole	H4

Detailed Description

The embodiments of the present disclosure are described in detail below with reference to the accompanying drawings.

The embodiments of the present disclosure are described below with specific examples, and other advantages and effects of the present disclosure will be readily apparent to those skilled in the art from the disclosure of the present disclosure. It is to be understood that the embodiments described are only a few embodiments of the present disclosure, and not all embodiments. The disclosure may be carried into practice or applied to various other specific embodiments, and various modifications and changes may be made in the details within the description and the drawings without departing from the spirit of the disclosure. It should be noted that the features in the following embodiments and examples may be combined with each other without conflict. All other embodiments, which can be derived by a person skilled in the art from the embodiments disclosed herein without inventive step, are intended to be within the scope of the present disclosure.

It is noted that various aspects of the embodiments are described below within the scope of the appended claims. It should be apparent that the aspects described herein may be embodied in a wide variety of forms and that any specific structure and/or function described herein is merely illustrative. Based on the disclosure, one skilled in the art should appreciate that one aspect described herein may be implemented independently of any other aspects and that two or more of these aspects may be combined in various ways. For example, an apparatus may be implemented and/or a method practiced using any number of the aspects set forth herein. Additionally, such an apparatus may be implemented and/or such a method may be practiced using other structure and/or functionality in addition to one or more of the aspects set forth herein.

It should be further noted that the drawings provided in the following embodiments are only schematic illustrations of the basic concepts of the present disclosure, and the drawings only show the components related to the present disclosure rather than the numbers, shapes and dimensions of the components in actual implementation, and the types, the numbers and the proportions of the components in actual implementation may be arbitrarily changed, and the layout of the components may be more complicated.

In addition, in the following description, specific details are provided to facilitate a thorough understanding of the examples. However, it will be understood by those skilled in the art that the aspects may be practiced without these specific details.

Referring to fig. 1 to 6, the present invention provides a pile foundation cap 100 for resisting a bidirectional horizontal earthquake, including:

an accommodating space 100 provided inside the platform 1000;

the anti-seismic structure located in the receiving space 100 comprises:

the edge of the first partition 211 is connected with the inner wall of the bearing platform 1000, and divides the accommodating space 100 into a first cavity 110 and a second cavity 120; the first partition 211 is provided with a third through hole H3 and a fourth through hole H4;

a first anti-vibration mechanism 220 located in the first cavity 110 and including a first stopper 221, and a first elastic member 222 connecting an inner wall of the platform 1000 and the first stopper 221 along a first direction; the first cavity 110 is divided into a first sub-cavity 111 and a second sub-cavity 112 by the first stopper 221, the first stopper 221 is provided with a first through hole H1, and the first through hole H1 communicates the first sub-cavity 111 and the second sub-cavity 112;

a second anti-vibration mechanism 230 located in the second cavity 120, and including a second stopper 231 and a second elastic member 232 connecting an inner wall of the platform 1000 and the second stopper 231 along a second direction; the second block 231 divides the second cavity 120 into a third sub-cavity 121 and a fourth sub-cavity 122, the second block 231 is provided with a second through hole H2, and the third sub-cavity 121 and the fourth sub-cavity 122 are communicated through the second through hole H2; the first direction X intersects the second direction Y;

viscous liquid 240 filled in the first sub-chamber 111, the second sub-chamber 112, the third sub-chamber 121 and the fourth sub-chamber 122; the viscous liquid 240 in the first sub-chamber 111 and the viscous liquid 240 in the third sub-chamber 121 are communicated with each other through the third through hole H3, and the viscous liquid 240 in the second sub-chamber 112 and the viscous liquid 240 in the fourth sub-chamber 122 are communicated with each other through the fourth through hole H4;

the first stopper 221 moves along the first direction X to change the volumes of the first sub-cavity 111 and the second sub-cavity 112, and viscous liquid in the first sub-cavity 111 and viscous liquid in the second sub-cavity 112 flow through the first through hole H1 to generate a damping force so as to dissipate seismic energy;

the second stopper 231 moves along the second direction Y to change the volumes of the third sub-cavity 121 and the fourth sub-cavity 122, and viscous liquid in the third sub-cavity 121 and viscous liquid in the fourth sub-cavity 122 flow through the second through hole H2 to generate a damping force so as to dissipate seismic energy.

In the embodiment of the present disclosure, the first stopper 221 is driven by the first elastic member 222 to reciprocate along the first direction, so as to compress or expand the space of the first sub-cavity 111 (i.e., simultaneously expand or compress the space of the second sub-cavity 112), so that the viscous liquid in the first sub-cavity 111 and the viscous liquid in the second sub-cavity 112 mutually circulate through the first through hole H1, and generate a damping force to consume energy caused by an earthquake; meanwhile, the second stopper 221 reciprocates in a second direction under the driving of the second elastic member 222, and compresses or expands the space of the third sub-cavity 121 (i.e., expands or compresses the space of the fourth sub-cavity 122 at the same time), so that the viscous liquid in the third sub-cavity 121 and the viscous liquid in the fourth sub-cavity 122 mutually circulate through the second through hole H2, and a damping force is generated to consume energy caused by an earthquake; meanwhile, the viscous liquid of the first cavity 110 and the viscous liquid of the second cavity 120 are communicated through the third through hole H3 and the fourth through hole H4, so that the first anti-vibration mechanism and the second anti-vibration mechanism can be driven mutually. Like this, can realize respectively consuming earthquake's energy from first direction X and second direction Y through first antidetonation mechanism 220 and second antidetonation mechanism 230 to the energy that arbitrary horizontal direction earthquake produced can be consumed, and first antidetonation mechanism 220 and second antidetonation mechanism 220 can drive each other, can continuously consume seismic energy, consequently, the crowd pile foundation cushion cap that is applied to resisting two-way horizontal earthquake that this disclosed embodiment improves has better shock resistance.

The receiving space 100 may be a rectangular sealed space. The first partition 211 may be disposed transversely in the accommodating space, that is, a plane of the first partition 211 is parallel to a horizontal plane. An edge of the first barrier 211 may be connected with an inner wall of the platform 1000, thereby dividing the receiving space 100 into the first cavity 110 and the second cavity 120.

The volumes of the first chamber 110 and the second chamber 120 may be substantially the same, the first chamber 110 may be a rectangular space, and the second chamber 120 may be a rectangular space.

The first stopper 221 is located inside the first cavity 110, and the shape of the first stopper 221 may be a rectangular parallelepiped. The first stopper 221 may divide the first cavity 110 into a first sub-cavity 111 and a second sub-cavity 112. The first stopper 221 is movable in the first direction X, thereby changing the volume of the first and

second sub-cavities

111 and 112.

Both ends of the first elastic member 222 are connected to the first stopper 221 and the inner wall of the platform 1000, respectively. The extending direction of the first elastic member 222 may be parallel to the first direction X. When an earthquake occurs, the first stopper 221 moves in the first direction X due to inertia, thereby changing the elastic potential energy of the first elastic member 222. The number of the first elastic members 222 may be multiple, and the first elastic members 222 may be located on one side of the first stopper 221, or may be separately located on two sides of the first stopper 221.

The second stopper 231 is located inside the second cavity 120, and the shape of the second stopper 231 may be a rectangular parallelepiped. The second stopper 231 may divide the second cavity 120 into a third sub-cavity 121 and a fourth sub-cavity 122. The second stopper 231 may move in the second direction, thereby changing the volume of the third and

fourth sub-cavities

121 and 122.

Both ends of the second elastic member 232 are respectively connected to the second stopper 231 and the inner wall of the platform 1000. The extending direction of the second elastic member 232 may be parallel to the second direction Y. When an earthquake occurs, the second stopper 231 moves in the second direction due to inertia, thereby changing the elastic potential energy of the second elastic member 232. The number of the second elastic members 232 may be multiple, and the second elastic members 232 may be located on one side of the second stopper 231, or may be separately located on two sides of the second stopper 231.

Illustratively, the first and second

elastic members

222 and 232 may be shock-absorbing springs.

In some embodiments, the number of the first elastic members 222 is plural, and the plural first elastic members 222 are respectively disposed on two sides of the first stopper 221; the first elastic members 222 respectively disposed at both sides of the first stopper 221 are symmetrically disposed.

For example, the number of the first elastic members 222 is 8, wherein 4 first elastic members are located on one side of the first stopper 221, and the other 4 first elastic members 222 are located on the other side of the first stopper 221. The 4 first elastic members 222 respectively disposed at both sides of the first stopper 221 are symmetrically disposed.

Similarly, the number of the second elastic members 232 is plural, and the plural second elastic members 232 are respectively disposed on two sides of the second stopper 231; the second elastic members 232 respectively disposed at both sides of the second stopper 231 are symmetrically disposed.

As shown in fig. 4, the first stopper 221 may be formed with a first through hole H1 penetrating the first stopper 221 in the first direction X. The number of the first through holes H1 may be multiple, for example, the number of the first through holes H1 is 8, and the first through holes are arranged in two rows and four columns. The connection position between the first elastic member 222 and the first stopper 221 may be located between two rows of the first through holes H1.

As shown in fig. 5, the second stopper 231 may be opened with a second through hole H2 penetrating the second stopper 231 in the second direction Y. The number of the second through holes H2 may be multiple, for example, the number of the second through holes H2 is 8, and the second through holes are arranged in two rows and four columns. The connection position between the second elastic element 232 and the second stopper 231 may be located between two rows of the second through holes H2.

The first through hole H1 and the second through hole H2 may be circular holes, square holes, elliptical holes, triangular holes, etc., but are not limited thereto.

Viscous liquid 240 is filled in the first sub-chamber 111, the second sub-chamber 112, the third sub-chamber 121, and the fourth sub-chamber 122. During the movement of the first stopper 221, the viscous liquid 240 in the first cavity 110 passes through the first through hole H1 to generate a damping force, thereby dissipating energy generated by an earthquake. During the movement of the second stopper 231, the viscous liquid 240 in the second chamber 120 passes through the second through hole H2 to generate a damping force, so as to dissipate the energy generated by the earthquake.

The first partition 211 is provided with a third through hole H3. The third through hole H3 communicates the first sub-cavity 111 and the third sub-cavity 121, and in the process of movement of the first stopper 221 and the second stopper 231, the viscous liquid 240 in the first sub-cavity 111 and the viscous liquid 240 in the third sub-cavity 121 can mutually circulate through the third through hole H3.

The first partition 211 is further provided with a fourth through hole H4. The fourth through hole H4 communicates the second sub-cavity 112 and the fourth sub-cavity 122, and in the process of the movement of the first stopper 221 and the second stopper 231, the viscous liquid 240 in the second sub-cavity 112 and the viscous liquid 240 in the fourth sub-cavity 122 can mutually communicate through the fourth through hole H4.

In this embodiment, the viscous liquid 240 circularly flows in the accommodating space 100 through the first through hole H1, the second through hole H2, the third through hole H3 and the fourth through hole H4, and in the process of moving one of the first stopper 221 and the second stopper 231, the viscous liquid 240 can drive the other one of the first stopper 221 and the second stopper 231 to synchronously move, that is, the seismic energy is consumed in the first direction X and the second direction Y at the same time.

In some embodiments, in the case of an earthquake, the vibration direction of the earthquake is the first direction X. The first stopper 221 may be caused to move in the first direction X by the seismic energy, so that the viscous liquid 240 in the first sub-cavity 111 and the viscous liquid 240 in the second sub-cavity 112 generate a damping force through the first through hole H1 to dissipate a part of the seismic energy. In addition, the first stopper 221 can also extrude the viscous liquid in the first cavity 110 into the second cavity 120, so as to drive the second stopper 231 to move along the second direction Y, so that the viscous liquid in the third sub-cavity 121 and the viscous liquid 240 in the fourth sub-cavity 122 generate a damping force through the second through hole H2, so as to consume the residual energy of the earthquake.

Similarly, in the case that the vibration direction of the earthquake is the second direction Y, reference may be made to the principle of consuming the earthquake in the embodiment in which the vibration direction of the earthquake is the first direction X, which is not described herein again.

In some embodiments, in the event of an earthquake, the direction of vibration of the earthquake may be decomposed into a first component in a first direction X and a second component in a second direction Y. Wherein the first component may cause the first stopper 221 to move along the first direction X, so that the viscous liquid 240 in the first sub-cavity 111 and the viscous liquid 240 in the second sub-cavity 112 generate a damping force through the first through hole H1 to dissipate the first component of the earthquake; the second component may cause the second stopper 231 to move in the second direction Y, so that the viscous liquid in the third sub-chamber 121 and the viscous liquid 240 in the fourth sub-chamber 122 generate a damping force through the second through hole H2 to dissipate the second component of the earthquake.

It should be noted that the larger component of the first component and the second component can transfer the seismic energy to the smaller component direction for consumption through the viscous liquid 240, and the consumed energy shared by the first direction X and the second direction Y is approximately equal.

From the above, the pile-group foundation cap applied to the resistance to the bidirectional horizontal earthquake can be used to resist the earthquake in all directions.

In some embodiments, the first partition 211 is a rectangular plate, and the third through hole H3 and the fourth through hole H4 are respectively opened at diagonal positions of the first partition 211. As shown in fig. 6, a third through hole H3 is formed at the lower left corner of the first partition 211, and a fourth through hole H4 is formed at the upper right corner of the first partition 211.

In some embodiments, the platform 1000 comprises: two first stage walls 1001 disposed oppositely in the first direction X, and two second stage walls 1002 disposed oppositely in the second direction Y.

The first elastic member 222 connects the first stopper 221 and the first cap wall 1001.

The second elastic member 232 connects the second stopper 231 and the second platform wall 1002.

As shown in fig. 2 and 3, the six-sided deck walls of the deck 1000 enclosing the housing space include: two first platform walls 1001 oppositely arranged along the first direction X, two second platform walls 1002 oppositely arranged along the second direction Y, and two third platform walls 1003 oppositely arranged along the third direction Z.

The first elastic member 222 connects the first stopper 221 and the first cap wall 1001. When an earthquake occurs, the first stopper 221 moves, so that the first elastic member 222 is compressed or extended, and elastic potential energy is generated.

The second elastic member 232 connects the second stopper 231 and the second platform wall 1002. When an earthquake occurs, the second stopper 231 moves, so that the second elastic member 232 is compressed or extended, and elastic potential energy is generated.

As shown in fig. 3, in some embodiments, the platform 1000 further includes a second partition 212. The second partition 212 is positioned on one side of the first stopper 221 away from the first partition 211, the surface of the second partition 212 close to the first stopper 221 is a rough surface, and the surface of the second partition 212 close to the first stopper 221 contacts with the first stopper 221; friction is generated between the first stopper 221 and the second diaphragm 212 to consume seismic energy.

It is understood that the second partition 212 may be disposed on the third platform wall 1003 above the first stopper 221. The space between the first partition 211 and the second partition 212 is the first chamber 110.

In the event of an earthquake, the first stopper 221 moves in the first direction X, and thus friction is generated with the surface of the second diaphragm 212 adjacent to the first stopper 221 to consume the earthquake energy.

In some embodiments, the platform 1000 further comprises a third partition 213. The third partition plate 213 is located on a side of the second stopper 231 away from the first partition plate 211, a surface of the third partition plate 213 close to the second stopper 231 is a rough surface, and a surface of the third partition plate 213 close to the second stopper 231 contacts with the second stopper 231; friction is generated between the second stopper 231 and the third diaphragm 213 to consume the seismic energy.

It is understood that the third partition 213 may be disposed on the third bearing platform wall 1003 below the second stopper 231. The space between the first partition 211 and the third partition 213 is the second chamber 120.

In the event of an earthquake, the second stopper 231 moves in the second direction Y, and thus, friction is generated with the surface of the third barrier 213 near the second stopper 231 to consume earthquake energy.

As shown in fig. 1 to 6, the disclosed embodiment also provides a pile foundation cap 100 applied to resist a bidirectional horizontal earthquake. The pile foundation cap 1000 applied to the resistance to the bidirectional horizontal earthquake includes:

an accommodating space 100 provided inside the platform 1000;

the anti-seismic structure located in the receiving space 100 comprises:

the edge of the first partition 211 is connected with the inner wall of the bearing platform 1000, and divides the accommodating space 100 into a first cavity 110 and a second cavity 120; the first partition plate 211 is provided with a third through hole H3 and a fourth through hole H4, and the surfaces of both sides of the first partition plate 211 are rough surfaces;

a first anti-vibration mechanism 220 located in the first cavity 110 and including a first stopper 221 and a first elastic member 222 connecting an inner wall of the platform 1000 and the first stopper 221 along a first direction X; the first block 221 divides the first cavity 110 into a first sub-cavity 111 and a second sub-cavity 112;

a second anti-vibration mechanism 230 located in the second cavity 120 and including a second stopper 231 and a second elastic member 232 connecting an inner wall of the platform 1000 and the second stopper 231 along the second direction Y; the second block 231 divides the second cavity 120 into a third sub-cavity 121 and a fourth sub-cavity 122;

viscous liquid 240 filled in the first sub-cavity 111, the second sub-cavity 112, the third sub-cavity 121 and the fourth sub-cavity 122; the viscous liquid 240 in the first sub-chamber 111 and the viscous liquid in the third sub-chamber 121 are communicated with each other through the third through hole H3, and the viscous liquid 240 in the second sub-chamber 112 and the viscous liquid 240 in the fourth sub-chamber 122 are communicated with each other through the fourth through hole H4;

the first stopper 221 moves along the first direction X to change the volumes of the first sub-cavity 111 and the second sub-cavity 112, and simultaneously, the first stopper 211 rubs against the first baffle 211 to dissipate seismic energy;

the second stopper 231 moves along the second direction Y to change the volume of the third sub-cavity 121 and the fourth sub-cavity 122, and simultaneously, the second stopper rubs against the first partition 211 to dissipate seismic energy; the first direction X intersects the second direction Y.

In the embodiment of the present disclosure, the first stopper 221 is driven by the first elastic member 222 to reciprocate along the first direction X, so as to compress or expand the space of the first sub-cavity 111 (i.e., simultaneously expand or compress the space of the second sub-cavity 112), and the first stopper 221 moves along the first direction X and rubs against the first partition 211 to consume the seismic energy; meanwhile, the second stopper 221 reciprocates in the second direction Y under the driving of the second elastic member 222, so as to compress or expand the space of the third sub-cavity 121 (i.e., simultaneously expand or compress the space of the fourth sub-cavity 122), and the second stopper 231 rubs against the first partition 211 along the second direction Y to consume the seismic energy; meanwhile, the viscous liquid of the first cavity and the viscous liquid of the second cavity are communicated through the third through hole H3 and the fourth through hole H4, so that the first anti-vibration mechanism 220 and the second anti-vibration mechanism 230 can be driven mutually. Like this, can realize consuming earthquake's energy respectively from first direction and second direction through first antidetonation mechanism 220 and second antidetonation mechanism 230 to can consume the energy that arbitrary horizontal direction earthquake produced, and first antidetonation mechanism 220 and second antidetonation mechanism 230 can drive each other, can continuously consume seismic energy, consequently, the group pile foundation cushion cap that is applied to and resists two-way horizontal earthquake that this disclosed embodiment improves has better shock resistance.

The first stopper 221 is located inside the first cavity 110, and the first stopper 221 may have a rectangular parallelepiped shape. The first stopper 221 may divide the first cavity 110 into a first sub-cavity 111 and a second sub-cavity 112. The first stopper 221 is movable in the first direction X to change the volumes of the first and

second sub-chambers

111 and 112 while generating a frictional force with a frictional surface of the first diaphragm 211 to remove energy of an earthquake.

The second stopper 231 is located inside the second cavity 120, and the shape of the second stopper 231 may be a rectangular parallelepiped. The second stopper 231 may divide the second cavity 120 into a third sub-cavity 121 and a fourth sub-cavity 122. The second blocking block 231 can move along the second direction Y, so as to change the volume of the third sub-cavity 121 and the fourth sub-cavity 122, and generate friction force with the friction surface of the first blocking plate 211 to eliminate the energy of the earthquake.

Both ends of the second elastic member 232 are connected to the second stopper 231 and the inner wall of the platform 1000, respectively. The extending direction of the second elastic member 232 may be parallel to the second direction. When an earthquake occurs, the second stopper 231 performs Y motion in the second direction due to inertia, thereby changing the elastic potential energy of the second elastic member 232. The number of the second elastic members 232 may be multiple, and the second elastic members 232 may be located on one side of the second stopper 231, or may be separately located on two sides of the second stopper 231.

Illustratively, the first elastic member 222 and the second elastic member 232 may be shock-absorbing springs.

In some embodiments, the roughness of the two side surfaces of the first partition 211 may be the same or different, and is not limited herein.

In some embodiments, the number of the first elastic members 222 is plural, and the plural first elastic members 222 are respectively disposed at two sides of the first stopper 221; the first elastic members 222 respectively disposed at both sides of the first stopper 221 are symmetrically disposed.

Similarly, the number of the second elastic members 232 is plural, and the plural second elastic members 232 are respectively disposed at two sides of the second stopper 231; the second elastic members 232 respectively disposed at both sides of the second stopper 231 are symmetrically disposed.

Viscous liquid 240 is filled in the first sub-chamber 111, the second sub-chamber 112, the third sub-chamber 121, and the fourth sub-chamber 122.

The first partition 211 is further provided with a fourth through hole H4. The fourth through hole H4 communicates the second sub-chamber 112 and the fourth sub-chamber 122, and in the process of the movement of the first stopper 221 and the second stopper 231, the viscous liquid 240 in the second sub-chamber 112 and the viscous liquid 240 in the fourth sub-chamber 122 can mutually communicate through the fourth through hole H4.

The third through hole H3 and the fourth through hole H4 may be circular holes, square holes, elliptical holes, triangular holes, etc., and are not limited herein.

In the present embodiment, the viscous liquid 240 flows in the first sub-chamber 111 and the third sub-chamber 121 through the third through hole H3; the viscous liquid 240 flows circularly in the second sub-cavity 112 and the fourth sub-cavity 122, and in the process of moving one of the first stopper 221 and the second stopper 231, the viscous liquid 240 can drive the other of the first stopper 221 and the second stopper 231 to move synchronously, that is, the seismic energy is consumed in the first direction X and the second direction Y at the same time.

In some embodiments, in the case of an earthquake, the vibration direction of the earthquake is the first direction X. Wherein the seismic energy may cause the first stopper 221 to move in the first direction X, such that the first stopper 221 rubs against the first diaphragm 211 in the first direction X to consume a portion of the seismic energy. In addition, the first stopper 221 can also extrude the viscous liquid in the first sub-cavity 111 into the third sub-cavity 112, and drive the second stopper 231 to move along the second direction Y, so that the second stopper 231 rubs against the first partition 211 along the second direction Y to consume the residual energy of the earthquake.

Similarly, in the case that the vibration direction of the earthquake is the second direction Y, the principle of consuming the earthquake in the embodiment that the vibration direction of the earthquake is the first direction X may be referred to, and details are not described here.

In some embodiments, in the event of an earthquake, the direction of vibration of the earthquake may be decomposed into a first component in a first direction X and a second component in a second direction Y. Wherein the first component may cause the first stopper 221 to move in the first direction X, such that the first stopper 221 rubs against the first diaphragm 211 in the first direction X to consume a seismic portion of energy; the second component may cause the second stopper 231 to move in the second direction Y such that the second stopper 231 rubs against the first stopper 211 in the second direction Y to dissipate the surplus energy of the earthquake.

From the above, the pile foundation cap provided by the embodiment of the disclosure can be used for resisting earthquakes in all directions.

The first elastic member 222 connects the first stopper 221 and the first platform wall 1001.

The first elastic member 222 connects the first stopper 221 and the first platform wall 1001. When an earthquake occurs, the first stopper 221 moves, so that the first elastic member 222 is compressed or extended, and elastic potential energy is generated.

In the event of an earthquake, the second stopper 231 moves in the second direction Y, and thus friction is generated with the surface of the third barrier 213 close to the second stopper 231 to consume the earthquake energy.

In some embodiments, during the construction of the bearing platform 1000, the lower portion of the bearing platform 1000 is first poured, the third partition 213 is fixed, the half-height bearing platform second cavity 120 is poured from bottom to top, the second stop block 231 and the second elastic body 232 are installed, the first partition 211 is fixed, the half-height bearing platform first cavity 110 is poured from bottom to top, the first stop block 221 and the first elastic body 222 are installed, the viscous liquid 240 is injected into the first cavity 110, the second partition 212 is fixed, and finally the rest of the bearing platform structure is poured, so as to obtain the bearing platform 1000.

The foregoing is a more detailed description of the invention in connection with specific preferred embodiments and it is not intended that the invention be limited to these specific details. For those skilled in the art to which the invention pertains, several simple deductions and substitutions can be made without departing from the spirit of the invention, and all shall be considered as belonging to the protection scope of the invention.

Claims

1. A pile foundation cap for use in resisting a bi-directional horizontal earthquake, comprising:

the accommodating space is arranged in the bearing platform;

lie in the antidetonation structure in accommodating space includes:

the first anti-seismic mechanism is positioned in the first cavity and comprises a first stop block and a first elastic piece which is connected with the inner wall of the bearing platform and the first stop block along a first direction; the first cavity is divided into a first sub cavity and a second sub cavity by the first stop block, a first through hole is formed in the first stop block, and the first through hole is communicated with the first sub cavity and the second sub cavity;

the second stop block moves along the second direction to change the volumes of the third sub cavity and the fourth sub cavity, and viscous liquid in the third sub cavity and viscous liquid in the fourth sub cavity flow through the second through hole to generate damping force so as to consume seismic energy.

2. The pile foundation cap as claimed in claim 1, wherein the number of the first elastic members is plural, and the plural first elastic members are respectively provided at both sides of the first stopper;

3. Pile foundation cap for application against bidirectional horizontal earthquakes according to claim 1 or 2, characterized in that it comprises:

the bearing platform comprises two first bearing platform walls arranged oppositely along a first direction and two second bearing platform walls arranged oppositely along a second direction;

4. The pile group foundation cap applied to the resistance to the bidirectional horizontal earthquake as set forth in claim 1, wherein the first partition plate is a rectangular plate, and the third through hole and the fourth through hole are opened at diagonal positions of the first partition plate, respectively.

5. A pilework foundation cap for use in resisting a bi-directional horizontal earthquake according to claim 1, further comprising:

the second baffle plate is positioned on one side of the first baffle plate far away from the first baffle plate, the surface of the second baffle plate close to the first baffle plate is a rough surface, and the surface of the second baffle plate close to the first baffle plate is in contact with the first baffle plate; friction is generated between the first stop block and the second partition plate so as to consume seismic energy; and/or the presence of a gas in the gas,

6. A pile foundation cap for use in resisting a two-way horizontal earthquake, comprising:

the accommodating space is arranged in the bearing platform;

lie in the antidetonation structure in accommodating space includes:

the second anti-seismic mechanism is positioned in the second cavity and comprises a second stop block and a second elastic piece which is connected with the inner wall of the bearing platform and the second stop block along a second direction; the second cavity is divided into a third sub-cavity and a fourth sub-cavity by the second stop block;

7. The pile foundation cap as claimed in claim 6, wherein the number of the first elastic members is plural, and the plural first elastic members are respectively provided at both sides of the first stopper;

8. Pile foundation cap for application against bidirectional horizontal earthquakes according to claim 6 or 7, characterized in that it comprises:

9. The pile foundation cap as claimed in claim 6, wherein the first partition is a rectangular plate, and the third through hole and the fourth through hole are opened at diagonal positions of the first partition, respectively.

10. A pile foundation cap for application against a bi-directional horizontal earthquake as claimed in claim 6, further comprising: