CN114382107A

CN114382107A - Anti-floating underground building

Info

Publication number: CN114382107A
Application number: CN202210031933.1A
Authority: CN
Inventors: 不公告发明人
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-01-12
Filing date: 2022-01-12
Publication date: 2022-04-22

Abstract

The present disclosure provides an anti-floating underground building, comprising: bottom plate, lateral wall and roof constitute the inner space of underground building through bottom plate, lateral wall and roof at least, and wherein the bottom plate is located the bottom of inner space, and the roof is located the top of inner space, and the lateral wall then constitutes the side wall of inner space, and anti-floating underground building still includes: a support column located in the interior space and disposed between the bottom plate and the top plate for supporting the top plate; the counterweight body is arranged at the lower part of the bottom plate and is fixedly connected with the bottom plate or integrally formed with the bottom plate; and one end of the anti-pulling device is configured to be fixedly connected with the bottom plate and/or the counterweight body, and the other end of the anti-pulling device extends towards the foundation of the underground building along the direction far away from the bottom plate for a preset length.

Description

Anti-floating underground building

Technical Field

The present disclosure relates to an anti-floating underground building.

Background

In many areas, the anti-floating water level is very high, so the anti-floating underground building needs anti-floating measures, and usually, long anti-floating piles and anti-floating anchor rods are adopted, or earth is covered on the top plate of the anti-floating underground building and pressed, or earth is filled on the bottom plate of the anti-floating underground building or concrete is used for balancing weight, and the like. However, these measures are expensive, and some soil is soft and not suitable for uplift piles and uplift anchor rods, and a huge cost is paid when the measures are forcibly adopted. The method for earthing and balancing the weight on the top plate or the bottom plate of the anti-floating underground building can increase huge load to the garage, so that the structural concrete and the reinforcing steel bars of the anti-floating underground building are greatly increased, and finally, the manufacturing cost is high and potential safety hazards exist.

Generally, the anti-floating design method in engineering roughly adopts four methods: the weight is anti-floating, the anti-floating of the anti-pulling pile, the anti-floating of the anti-pulling anchor rod and the anti-floating of the drainage method. Various problems exist in various modes adopted at present, such as overhigh cost, potential safety hazard and the like. For example, the weight down method will cause increased loading of the floor or roof panels which may create a safety hazard. And the anti-floating of the anti-floating pile or the anti-floating of the anti-floating anchor rod is completely adopted, higher cost is invested, and the construction period is longer.

Therefore, there is a need to solve various problems of the underground construction in view of practicality, economy, efficiency, etc.

Disclosure of Invention

In order to solve one of the above technical problems, the present disclosure provides an anti-floating underground building.

According to one aspect of the present disclosure, a float-resistant underground structure includes: a bottom plate, a side wall and a top plate, wherein the bottom plate, the side wall and the top plate at least form an internal space of the underground building, the bottom plate is positioned at the bottom of the internal space, the top plate is positioned at the top of the internal space, and the side wall forms a side wall of the internal space,

the anti-floating underground structure further comprises:

a support post located in the interior space and disposed between the bottom plate and top plate for supporting the top plate;

the counterweight body is arranged at the lower part of the bottom plate, and the counterweight body is fixedly connected with the bottom plate or integrally formed with the bottom plate; and

a uplift device, one end of which is configured to be fixedly connected with the floor and/or the weight body, and the other end of which extends a predetermined length in a direction away from the floor toward a foundation of the underground building,

wherein the weight body provides a first anti-buoyancy force to the underground structure to resist an upward buoyancy force of the underground water, and the uplift device provides a second anti-buoyancy force to the underground structure to resist the upward buoyancy force of the underground water.

According to the anti-floating underground building of at least one embodiment of the present disclosure, the anti-pulling device is an anti-pulling pile and/or an anti-pulling anchor rod, and the number of the anti-pulling devices is one or more than two, and when more than two anti-pulling devices are present, the more than two anti-pulling devices jointly provide the second anti-pulling force.

According to the anti-floating underground building of at least one embodiment of the present disclosure, the weight body extends from the bottom plate to a ground by a predetermined depth, and the predetermined depth is less than the predetermined length.

According to the anti-floating underground building of at least one embodiment of the present disclosure, the weight bodies are weight piers, weight blocks, and/or weight strips, and are uniformly or non-uniformly distributed at intervals from each other under the floor.

The anti-floating underground building according to at least one embodiment of the present disclosure is further provided with a horizontal beam disposed at or near the top of the weight pier, the weight block and/or the weight strip for structural reinforcement.

According to the anti-floating underground building of at least one embodiment of the present disclosure, the shape of the weight pier, the weight block and/or the weight strip is a regular shape or an irregular shape.

According to the anti-floating underground building of at least one embodiment of the present disclosure, the weight body is an integral weight body disposed in the entire area or in a partial area of the floor panel.

According to the anti-floating underground building of at least one embodiment of the present disclosure, the number of the integral weight bodies is more than one, and/or the shape of the integral weight bodies is a regular shape or an irregular shape.

According to the anti-floating underground building of at least one embodiment of the present disclosure, the counterweight body is provided with or without a steel bar.

According to the anti-floating underground building of at least one embodiment of the present disclosure, in the case that the reinforcing bars are provided in the weight body, the reinforcing bars in the weight body are connected with the bottom plate, and/or the support columns in the anti-floating underground building, and/or the side walls of the anti-floating underground building.

According to the anti-floating underground building of at least one embodiment of the present disclosure, the counterweight body is concrete, cement-mixed soil, broken stone cement-mixed soil, and/or a pressure grouting consolidation body.

According to at least one embodiment of the present disclosure, when the anti-floating underground structure is one storey, the top plate is filled with or without soil, and when the anti-floating underground structure is two or more storeys, the top plate of the uppermost anti-floating underground structure is filled with or without soil.

According to the anti-floating underground building, the sum of the first anti-buoyancy force and the second anti-buoyancy force and other anti-buoyancy forces is multiplied by a coefficient to form an anti-floating design value which is larger than a buoyancy value, so that the underground building is prevented from floating under the influence of the underground water.

According to at least one embodiment of the present disclosure, the underground building is one or more layers of the anti-floating underground building, and/or the underground building is an underground garage.

Drawings

The accompanying drawings, which are included to provide a further understanding of the disclosure and are incorporated in and constitute a part of this specification, illustrate exemplary embodiments of the disclosure and together with the description serve to explain the principles of the disclosure.

Fig. 1 is a schematic structural view of an anti-floating underground building according to one embodiment of the present disclosure.

Fig. 2 is a schematic structural view of an anti-floating underground building according to one embodiment of the present disclosure.

Fig. 3 is a schematic structural view of an anti-floating underground building according to one embodiment of the present disclosure.

Fig. 4 is a schematic structural view of an anti-floating underground building according to one embodiment of the present disclosure.

Fig. 5 is a schematic view of the relevant structure of a float-resistant underground building according to one embodiment of the present disclosure.

Detailed Description

The present disclosure will be described in further detail with reference to the drawings and embodiments. It is to be understood that the specific embodiments described herein are for purposes of illustration only and are not to be construed as limitations of the present disclosure. It should be further noted that, for the convenience of description, only the portions relevant to the present disclosure are shown in the drawings.

It should be noted that the embodiments and features of the embodiments in the present disclosure may be combined with each other without conflict. Technical solutions of the present disclosure will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.

Unless otherwise indicated, the illustrated exemplary embodiments/examples are to be understood as providing exemplary features of various details of some ways in which the technical concepts of the present disclosure may be practiced. Accordingly, unless otherwise indicated, features of the various embodiments may be additionally combined, separated, interchanged, and/or rearranged without departing from the technical concept of the present disclosure.

The use of cross-hatching and/or shading in the drawings is generally used to clarify the boundaries between adjacent components. As such, unless otherwise noted, the presence or absence of cross-hatching or shading does not convey or indicate any preference or requirement for a particular material, material property, size, proportion, commonality between the illustrated components and/or any other characteristic, attribute, property, etc., of a component. Further, in the drawings, the size and relative sizes of components may be exaggerated for clarity and/or descriptive purposes. While example embodiments may be practiced differently, the specific process sequence may be performed in a different order than that described. For example, two processes described consecutively may be performed substantially simultaneously or in reverse order to that described. In addition, like reference numerals denote like parts.

When an element is referred to as being "on" or "on," "connected to" or "coupled to" another element, it can be directly on, connected or coupled to the other element or intervening elements may be present. However, when an element is referred to as being "directly on," "directly connected to" or "directly coupled to" another element, there are no intervening elements present. For purposes of this disclosure, the term "connected" may refer to physically, electrically, etc., and may or may not have intermediate components.

For descriptive purposes, the present disclosure may use spatially relative terms such as "below … …," below … …, "" below … …, "" below, "" above … …, "" above, "" … …, "" higher, "and" side (e.g., as in "side wall") to describe one component's relationship to another (other) component as illustrated in the figures. Spatially relative terms are intended to encompass different orientations of the device in use, operation, and/or manufacture in addition to the orientation depicted in the figures. For example, if the device in the figures is turned over, elements described as "below" or "beneath" other elements or features would then be oriented "above" the other elements or features. Thus, the exemplary term "below … …" can encompass both an orientation of "above" and "below". Further, the devices may be otherwise positioned (e.g., rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.

The terminology used herein is for the purpose of describing particular embodiments and is not intended to be limiting. As used herein, the singular forms "a", "an" and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise. Furthermore, when the terms "comprises" and/or "comprising" and variations thereof are used in this specification, the presence of stated features, integers, steps, operations, elements, components and/or groups thereof are stated but does not preclude the presence or addition of one or more other features, integers, steps, operations, elements, components and/or groups thereof. It is also noted that, as used herein, the terms "substantially," "about," and other similar terms are used as approximate terms and not as degree terms, and as such, are used to interpret inherent deviations in measured values, calculated values, and/or provided values that would be recognized by one of ordinary skill in the art.

According to one embodiment of the present disclosure, a floating-resistant underground structure is provided. The anti-floating underground structure may include a floor, a sidewall, and a roof. The inner space of the underground building is formed by at least a bottom plate, a side wall and a top plate, wherein the bottom plate is positioned at the bottom of the inner space, the top plate is positioned at the top of the inner space, and the side wall forms the side wall of the inner space. Wherein the bottom plate, the side walls, the top plate, etc. may be provided in a waterproof structure, and may be made of reinforced concrete.

According to the embodiment of the disclosure, the anti-floating underground building can be used as an underground garage, an underground mall, an underground storage space and the like. The anti-floating underground building can be of a one-layer structure or a structure with more than two layers. Each layer may comprise a bottom plate, a top plate and side walls, wherein the top plate of a lower layer will constitute the bottom plate of an upper layer.

According to a further embodiment, the interior of the anti-floating underground building may be provided with support columns which may be fixed at the location of the floor and used for supporting the roof structure, each floor space may include support columns for more than two floors of the structure, and each support column for each floor space in the entire anti-floating underground building may be an integral structure from top to bottom.

In the present disclosure, the anti-floating underground structure may further include a weight body, wherein the weight body may be disposed at a lower portion of the floor, wherein when the anti-floating underground structure is of one-story structure, the weight body may be disposed at a lower portion of the floor of the one-story structure, and when the anti-floating underground structure is of two-story structure, the weight body may be disposed at a lower portion of the floor of the lowest-story structure. The weight body may extend from an outer bottom of the floor toward the foundation by a predetermined distance. Wherein the distance can be determined according to construction conditions and/or the anti-floating strength required by the counterweight body. In prior art, under the circumstances of carrying out anti-floating through the bottom plate, exert the counter weight at the upper portion of bottom plate, the pressure-bearing that will lead to the bottom plate like this is very big, causes the influence to the structure of whole building very easily to produce the potential safety hazard, moreover under this condition, because exert the counter weight on the bottom plate, will inevitably influence the floor height of building inside, will cause the sense of depression like this, under this condition, if keep the floor height that should have, will certainly lead to the fact the increase of construction cost.

The counterweight body can be fixedly connected with the bottom plate or integrally formed. The counterweight body may be designed to resist the upward buoyancy of the groundwater to prevent the anti-floating underground structure from floating upward. Wherein the weight body is arranged below the bottom plate and deep into the foundation. Compared with various anti-floating modes in the prior art, the anti-floating device is low in cost, high in practicability, good in reliability and better in anti-floating effect. For example, the method can avoid the net height requirement or the structural load problem caused by a ballast method, can avoid the problem caused by the limitation of actual conditions in the engineering pile anti-floating technology, and can also well avoid various problems caused by adopting an open drainage method in a drainage and dewatering method.

In the disclosure, the anti-floating effect can be realized by the counterweight body, and the anti-floating effect can be realized by the anti-pulling device additionally. In this case, the anti-floating of the underground building can be realized through the counterweight body and the anti-pulling device at the same time. The anti-floating device is added on the basis of the counterweight body to realize anti-floating together, so that the number of the anti-floating device can be effectively reduced to achieve the expected anti-floating effect. For example, N uplift devices may be required for an underground building to achieve a desired uplift effect, but by adding an uplift device on the basis of a counterweight body, the number N can be substantially reduced. It should be understood by those skilled in the art that in the case of using only the uplift device for anti-floating, a large number of uplift devices are required, but the construction of the uplift device is complicated and the construction period is long, and the uplift device is greatly affected by the soil quality of the foundation.

Thus, where the weight body is used in conjunction with a uplift device, the weight body may provide a first uplift force, and the uplift device may provide a second uplift force (which may be, for example, an uplift force provided by an uplift pile, and/or an uplift anchor). The sum of the first and second anti-buoyancy forces may be taken as the overall anti-buoyancy force. Wherein the design value of the anti-buoyancy formed by multiplying the sum of the integral anti-buoyancy and other anti-buoyancy by the coefficient is larger than the buoyancy value. The other anti-floating force can be, for example, anti-floating force formed by the weight of the building itself, such as the self weight of the underground building, the weight of the earth covering, and the like, and even the anti-floating force provided by the object contained in the building. The predetermined coefficient may be a coefficient preset according to actual conditions. The above-mentioned buoyancy value is an anti-buoyancy required to resist the floating of the underground structure, wherein the buoyancy value can be considered according to the circumstances of the ground water level and the like.

Thus, according to further embodiments of the present disclosure, the anti-floating underground structure may further include an anti-uplift device. The uplift device can be in the form of an uplift pile and/or an uplift anchor rod, the number of the uplift devices is one or more than two, and when more than two uplift devices exist, the uplift devices are used for providing second uplift force together. One end of the anti-pulling device can be configured to be fixedly connected with the bottom plate, wherein the joint of the anti-pulling device and the bottom plate can be subjected to waterproof treatment. One end of the anti-pulling device can be fixedly connected with the counterweight body, and can also be subjected to waterproof treatment. In particular, the uplift pile and/or the uplift anchor rod can be connected with the bottom plate to form a whole, so that the anchoring force transmission requirement and the node waterproof construction requirement are met. The other end of the uplift device may extend downward along the foundation of the underground structure by a predetermined length, wherein the predetermined length of extension is related to the uplift force that the uplift device needs to provide. In the present disclosure, the predetermined depth that the weight body extends downward toward the foundation will be less than the predetermined length that the uplift device extends downward toward the foundation.

The uplift devices can be uniformly distributed below the bottom plate, and can also be arranged in key anti-floating areas of underground buildings.

According to specific embodiments of the present disclosure, the counterweight body may be a counterweight pier, a counterweight block, a counterweight strip, and/or an integral counterweight body. Under the condition that the counterweight bodies are counterweight piers, counterweight blocks and/or counterweight strips, the counterweight bodies are distributed uniformly or non-uniformly under the bottom plate at intervals. In addition, a horizontal beam can be arranged at the lower part of the bottom plate, and the horizontal beam can be arranged at the top or near the top of the counterweight pier, the counterweight block and/or the counterweight strip so as to realize structural reinforcement. The shapes of the counterweight piers, the counterweight blocks and/or the counterweight strips are regular shapes or irregular shapes. In the case where the weight body is an integral weight body, the integral weight body is provided in all regions or in some regions of the bottom plate. The number of the integral balance weight bodies is more than one. The shape of the integral counterweight body is regular or irregular.

In addition, the counterweight body is provided with or not provided with reinforcing steel bars. And under the condition that the reinforcing steel bars are arranged in the counterweight body, the reinforcing steel bars in the counterweight body are connected with the bottom plate, and/or the support columns in the anti-floating underground building, and/or the side wall of the anti-floating underground building. In addition, the reinforcing steel bars in the counterweight body are connected with the reinforcing steel bars of the bottom plate, and/or the reinforcing steel bars of the support columns in the anti-floating underground building, and/or the reinforcing steel bars of the side wall of the anti-floating underground building. The counterweight body is concrete, cement mixing soil, broken stone cement mixing soil and/or a pressure grouting consolidation body. For example, in the present disclosure, the weight body may be cast first, and then the bottom plate may be cast on the weight body, at which time the reinforcing bars of the weight body may be connected with the reinforcing bars of the bottom plate, and if the uplift device is present, the uplift device may be disposed before or after the weight body is cast, and the bottom plate may be disposed after the weight body and the uplift device are disposed.

When the anti-floating underground building is one layer, the top plate is filled with soil or is not filled with soil, and when the anti-floating underground building is more than two layers, the top plate of the uppermost anti-floating underground building is filled with soil or is not filled with soil.

Various specific embodiments of the present disclosure will be described below with reference to the accompanying drawings. It should be noted that the common parts of the embodiments may be mutually referred to, and the above-mentioned contents may also be referred to the respective embodiments.

< example one >

Fig. 1 shows a schematic diagram according to an embodiment of the present disclosure.

As shown in fig. 1, according to one embodiment of the present disclosure, a float-resistant underground structure is provided. The anti-floating underground structure 100 may include a bottom plate 110, a sidewall 120, and a top plate 130. The interior space of the underground building is formed by at least the bottom plate 110, the side walls 120 and the top plate 130, wherein the bottom plate 110 is located at the bottom of the interior space, the top plate 120 is located at the top of the interior space, and the side walls 130 form the side walls of the interior space. Among them, the bottom plate 110, the sidewalls 120, the top plate 130, and the like may be provided in a waterproof structure, and may be made of reinforced concrete.

According to this embodiment, the anti-floating underground structure 100 may be used as an underground garage, an underground mall, an underground storage space, or the like. The anti-floating underground structure 100 may have a one-story structure or a structure having two or more stories. Each layer may include a bottom plate 110, a top plate 130, and sidewalls 120, wherein the top plate of a lower layer will constitute the bottom plate of an upper layer.

Further, the interior of the anti-floating underground structure 100 may be provided with support columns (not shown), which may be fixed at the positions of the bottom plates 110 and used for supporting the roof structure, each floor space may include support columns for more than two floors, and each support column for each floor space in the entire anti-floating underground structure may be an integral structure.

In this embodiment, the anti-floating underground building 100 may further include a weight body 140, wherein the weight body 140 may be disposed at a lower portion of the floor of a one-story structure when the anti-floating underground building 100 is the one-story structure, and the weight body 140 may be disposed at a lower portion of the floor of a lowest-story structure when the anti-floating underground building is the two-story structure.

As shown in fig. 1, the weight bodies 140 may have an irregular shape, and the number of the weight bodies and/or the extension depth of the weight bodies may be set according to the anti-buoyancy force required to be provided by the weight bodies 140.

In the present embodiment, the weight body 140 may extend a predetermined distance from the outer bottom of the base plate 110 toward the ground. Wherein the distance can be determined according to construction conditions and/or the anti-floating strength required by the counterweight body. In prior art, under the circumstances of carrying out anti-floating through the bottom plate, exert the counter weight at the upper portion of bottom plate, the pressure-bearing that will lead to the bottom plate like this is very big, causes the influence to the structure of whole building very easily to produce the potential safety hazard, moreover under this condition, because exert the counter weight on the bottom plate, will inevitably influence the floor height of building inside, will cause the sense of depression like this, under this condition, if keep the floor height that should have, will certainly lead to the fact the increase of construction cost.

The weight body 140 may be fixedly connected to the base plate 110 or integrally formed therewith. The weight body 140 may be designed to resist the buoyancy of the groundwater to prevent the anti-floating underground structure 100 from floating. Wherein the weight body 140 is disposed under the bottom plate 110 and deeply into the ground. Compared with various anti-floating modes in the prior art, the anti-floating device is low in cost, high in practicability, good in reliability and better in anti-floating effect. For example, the method can avoid the net height requirement or the structural load problem caused by a ballast method, can avoid the problem caused by the limitation of actual conditions in the engineering pile anti-floating technology, and can also well avoid various problems caused by adopting an open drainage method in a drainage and dewatering method.

In the present disclosure, while the weight body 140 achieves the anti-floating effect, the anti-floating effect may be additionally achieved using the anti-pulling device 160. In this case, the anti-floating of the underground structure can be simultaneously achieved by the weight body 140 and the anti-floating device 160. The anti-floating device 160 is added on the basis of the counterweight body 140 to realize anti-floating together, so that the number of the anti-floating devices 160 can be effectively reduced to achieve the expected anti-floating effect. For example, N uplift devices 160 may be required for an underground building to achieve a desired uplift effect, but by adding the uplift devices 160 on the basis of the weight body 140, the number N may be substantially reduced. It should be understood by those skilled in the art that in the case of using only the uplift device 160 for anti-floating, a large number of uplift devices 160 are required, but the construction of the uplift device 160 is complicated and the construction period is long, and the uplift device 160 is greatly affected by the soil quality of the foundation.

Thus, where the weight body 140 is used in conjunction with the uplift device 160, the weight body 140 may provide a first uplift resistance, while the uplift device 160 may provide a second uplift resistance (e.g., which may be an uplift resistance provided by an uplift pile, and/or an uplift anchor). The sum of the first and second anti-buoyancy forces may be taken as the overall anti-buoyancy force. Wherein the design value of the anti-buoyancy formed by multiplying the sum of the integral anti-buoyancy and other anti-buoyancy by the coefficient is larger than the buoyancy value. The other anti-floating force can be, for example, anti-floating force formed by the weight of the building itself, such as the self weight of the underground building, the weight of the earth covering, and the like, and even the anti-floating force provided by the object contained in the building. The predetermined coefficient may be a coefficient preset according to actual conditions. The above-mentioned buoyancy value is an anti-buoyancy required to resist the floating of the underground structure, wherein the buoyancy value can be considered according to the circumstances of the ground water level and the like.

Therefore, according to further embodiments of the present disclosure, the anti-floating underground structure may further include an anti-uplift device 160. The uplift devices 160 may be in the form of uplift piles and/or uplift bolts, and the number of the uplift devices 160 is one or more than two, and when there are more than two uplift devices 160, the more than two uplift devices 160 collectively provide the second uplift force. One end of the anti-pulling device 160 may be configured to be fixedly connected with the base plate 110, wherein a waterproof treatment may be performed at the connection of the two. One end of the anti-pulling device 160 may be fixedly connected to the weight body 140, or may be subjected to a waterproof treatment. In particular, the uplift pile and/or the uplift anchor rod may be integrally connected to the base plate 110 to meet both the anchoring force transfer requirement and the waterproof construction requirement of the node. The other end of the uplift device 160 may extend downward along the foundation of the underground structure by a predetermined length, wherein the predetermined length of extension is related to the anti-floating force that the uplift device 160 needs to provide. In the present disclosure, the predetermined depth that the weight body 140 extends downward toward the foundation will be less than the predetermined length that the uplift device 160 extends downward toward the foundation.

The uplift devices 160 may be evenly distributed under the base plate 110 or may be placed in a heavy uplift area of an underground building.

According to this embodiment, the weight body 140 may be a weight pier, a weight block, and/or a weight strip. The weight bodies 140 are uniformly or non-uniformly distributed spaced apart from each other under the base plate 110. In addition, a horizontal beam may be provided at the lower portion of the bottom plate 110, and the horizontal beam may be provided at or near the top of the weight pier, the weight block, and/or the weight bar for structural reinforcement. The shapes of the counterweight piers, the counterweight blocks and/or the counterweight strips are regular shapes or irregular shapes.

In addition, the weight body 140 may be provided with the reinforcing bar 141 or not. In the case where the reinforcing bars are provided in the weight body 140, the reinforcing bars in the weight body 140 are connected to a floor, and/or a support column in the anti-floating underground structure, and/or a side wall of the anti-floating underground structure. In addition, the reinforcing bars in the weight body 140 are connected with the reinforcing bars of the bottom plate, and/or the reinforcing bars of the support columns in the anti-floating underground building, and/or the reinforcing bars of the side walls of the anti-floating underground building. The counterweight 140 is concrete, cement-mixed soil, gravel cement-mixed soil, and/or a pressure grouting consolidation body. For example, in the present disclosure, the weight body 140 may be cast first, and then the bottom plate may be cast on the weight body 140, at which time the reinforcing bars of the weight body 140 may be connected with the reinforcing bars of the bottom plate, and if the uplift device 160 is present, the uplift device 160 may be disposed before or after the weight body 140 is cast, and the bottom plate 110 may be disposed after the weight body 140 and the uplift device 160 are disposed.

< example two >

Fig. 2 shows a schematic diagram according to an embodiment of the present disclosure.

As shown in fig. 2, according to one embodiment of the present disclosure, a float-resistant underground structure is provided. The anti-floating underground structure 200 may include a bottom plate 210, a sidewall 220, and a top plate 230. An interior space of the underground building is formed by at least the bottom plate 210, the side walls 220 and the top plate 230, wherein the bottom plate 210 is located at the bottom of the interior space, the top plate 220 is located at the top of the interior space, and the side walls 220 form the side walls of the interior space. Among them, the bottom plate 210, the sidewalls 220, the top plate 230, and the like may be provided in a waterproof structure, and may be made of reinforced concrete.

According to this embodiment, the anti-floating underground structure 200 may be used as an underground garage, an underground mall, an underground storage space, or the like. The anti-floating underground structure 200 may have a one-story structure or a structure having two or more stories. Each layer may include a bottom plate 210, a top plate 230, and sidewalls 220, wherein the top plate of a lower layer will constitute the bottom plate of an upper layer.

Further, the interior of the anti-floating underground structure 200 may be provided with support columns (not shown), which may be fixed at the positions of the bottom plates 210 and used for supporting the roof structure, each floor space may include support columns for more than two floors, and each support column for each floor space in the entire anti-floating underground structure may be an integral structure.

In this embodiment, the anti-floating underground building 200 may further include a weight body 240, wherein the weight body 240 may be disposed at a lower portion of the floor of a one-story structure when the anti-floating underground building 200 is the one-story structure, and the weight body 240 may be disposed at a lower portion of the floor of a lowest-story structure when the anti-floating underground building is the two-story structure.

As shown in fig. 2, the weight body 240 may have a regular shape, for example, the regular shape may be a square, a rectangle, a circle, a triangle, a diamond, or a special shape. The number of the weight bodies 240 and/or the extension depth of the weight bodies may also be set according to the anti-floating force that the weight bodies 240 need to provide.

In the present embodiment, the weight body 240 may extend a predetermined distance from the outer bottom of the soleplate 210 toward the foundation. Wherein the distance can be determined according to construction conditions and/or the anti-floating strength required by the counterweight body. In prior art, under the circumstances of carrying out anti-floating through the bottom plate, exert the counter weight at the upper portion of bottom plate, the pressure-bearing that will lead to the bottom plate like this is very big, causes the influence to the structure of whole building very easily to produce the potential safety hazard, moreover under this condition, because exert the counter weight on the bottom plate, will inevitably influence the floor height of building inside, will cause the sense of depression like this, under this condition, if keep the floor height that should have, will certainly lead to the fact the increase of construction cost.

The weight body 240 may be fixedly connected to the base plate 210 or may be integrally formed. The weight body 240 may be designed to resist the buoyancy of the groundwater to prevent the anti-floating underground structure 200 from floating. Wherein the weight body 240 is disposed under the floor 210 and deep into the ground. Compared with various anti-floating modes in the prior art, the anti-floating device is low in cost, high in practicability, good in reliability and better in anti-floating effect. For example, the method can avoid the net height requirement or the structural load problem caused by a ballast method, can avoid the problem caused by the limitation of actual conditions in the engineering pile anti-floating technology, and can also well avoid various problems caused by adopting an open drainage method in a drainage and dewatering method.

In the present disclosure, while the weight body 240 achieves the anti-floating effect, the anti-floating effect may be additionally achieved using the anti-pulling device 260. In this case, the anti-floating of the underground structure can be simultaneously achieved by the weight body 240 and the uplift device 260. The anti-floating device 260 is added on the basis of the counterweight body 240 to realize anti-floating together, so that the number of the anti-floating device 260 can be effectively reduced to achieve the expected anti-floating effect. For example, N number of uplift devices 260 may be required for an underground structure to achieve a desired uplift effect, but by adding the uplift devices 260 on the basis of the weight body 240, the number N may be substantially reduced. It should be understood by those skilled in the art that in the case of using only the uplift device 260 for anti-floating, a large number of uplift devices 260 are required, but the construction of the uplift device 260 is complicated and the construction period is long, and the uplift device 260 is greatly affected by the soil quality of the foundation.

Thus, where the weight body 240 is used in conjunction with the uplift device 260, the weight body 240 may provide a first uplift resistance, while the uplift device 260 may provide a second uplift resistance (e.g., which may be an uplift resistance provided by an uplift pile, and/or an uplift anchor). The sum of the first and second anti-buoyancy forces may be taken as the overall anti-buoyancy force. Wherein the design value of the anti-buoyancy formed by multiplying the sum of the integral anti-buoyancy and other anti-buoyancy by the coefficient is larger than the buoyancy value. The other anti-floating force can be, for example, anti-floating force formed by the weight of the building itself, such as the self weight of the underground building, the weight of the earth covering, and the like, and even the anti-floating force provided by the object contained in the building. The predetermined coefficient may be a coefficient preset according to actual conditions. The above-mentioned buoyancy value is an anti-buoyancy required to resist the floating of the underground structure, wherein the buoyancy value can be considered according to the circumstances of the ground water level and the like.

Therefore, according to further embodiments of the present disclosure, the anti-floating underground structure may further include an anti-uplift device 260. The uplift devices 260 may be in the form of uplift piles and/or uplift bolts, and the number of the uplift devices 260 is one or more than two, and when there are more than two uplift devices 260, the more than two uplift devices 260 provide a second uplift force together. One end of the anti-pulling device 260 may be configured to be fixedly connected with the base plate 210, wherein a waterproof treatment may be performed at the connection of the two. One end of the anti-pulling device 260 may be fixedly connected to the weight body 240, or may be subjected to a waterproof treatment. In particular, the uplift pile and/or the uplift anchor rod may be integrally connected to the base plate 210, which may not only meet the anchoring force transmission requirement, but also meet the waterproof construction requirement of the node. The other end of the uplift device 260 may extend downward along the foundation of the underground structure by a predetermined length, wherein the predetermined length of extension is related to the anti-floating force that the uplift device 260 needs to provide. In the present disclosure, the predetermined depth that the weight body 240 extends downward toward the foundation will be less than the predetermined length that the uplift device 260 extends downward toward the foundation.

The uplift devices 260 may be uniformly distributed under the bottom plate 210 or may be placed in a heavy uplift area of an underground building.

According to this embodiment, the weight body 240 may be a weight pier, a weight block, and/or a weight strip. The weight bodies 240 are uniformly or non-uniformly distributed spaced apart from each other under the soleplate 210. In addition, a horizontal beam may be provided at the lower portion of the bottom plate 210, and the horizontal beam may be provided at or near the top of the weight pier, the weight block, and/or the weight bar for structural reinforcement. The shapes of the counterweight piers, the counterweight blocks and/or the counterweight strips are regular shapes or irregular shapes.

In addition, the weight body 240 may be provided with a reinforcing bar 241 or may not be provided with a reinforcing bar. In the case where the reinforcing bars are provided in the weight body 240, the reinforcing bars in the weight body 240 are connected to a floor, and/or a support column in the anti-floating underground structure, and/or a sidewall of the anti-floating underground structure. In addition, the reinforcing bars of the weight body 240 are connected with the reinforcing bars of the bottom plate, and/or the reinforcing bars of the support columns of the anti-floating underground structure, and/or the reinforcing bars of the side walls of the anti-floating underground structure. The counterweight body 240 is concrete, cement-mixed soil, gravel cement-mixed soil, and/or a pressure grouting consolidation body. For example, in the present disclosure, the weight body 240 may be cast first, and then the chassis may be cast on the weight body 240, at which time the reinforcing bars of the weight body 240 may be connected with the reinforcing bars of the chassis, and if the uplift device 260 is present, the uplift device 260 may be disposed before or after the weight body 240 is cast, and the chassis 210 may be disposed after the weight body 240 and the uplift device 260 are disposed.

< example three >

Fig. 3 illustrates an anti-floating underground building 300 according to one embodiment of the present disclosure.

As shown in fig. 3, according to one embodiment of the present disclosure, a float-resistant underground structure is provided. The anti-floating underground structure 300 may include a bottom plate 310, a sidewall 320, and a top plate 330. The interior space of the underground building is formed by at least the bottom plate 310, the side walls 320 and the top plate 330, wherein the bottom plate 310 is located at the bottom of the interior space, the top plate 330 is located at the top of the interior space, and the side walls 320 form the side walls of the interior space. Among them, the bottom plate 310, the sidewalls 320, the top plate 330, etc. may be provided in a waterproof structure, and may be made of reinforced concrete.

According to this embodiment, the anti-floating underground structure 300 may be used as an underground garage, an underground mall, an underground storage space, and the like. The anti-floating underground structure 300 may have a one-story structure or a structure having two or more stories. Each layer may include a bottom plate 310, a top plate 330, and sidewalls 320, wherein the top plate of a lower layer will constitute the bottom plate of an upper layer.

Further, the interior of the anti-floating underground structure 300 may be provided with support columns (not shown), which may be fixed at the positions of the bottom plates 310 and used for supporting the roof structure, each floor space may include support columns for more than two floors, and each support column for each floor space in the entire anti-floating underground structure may be an integral structure.

In this embodiment, the anti-floating underground building 300 may further include a weight body 340, wherein the weight body 340 may be disposed at a lower portion of the floor of a one-story structure when the anti-floating underground building 300 is the one-story structure, and the weight body 340 may be disposed at a lower portion of the floor of a lowest-story structure when the anti-floating underground building is the two-story structure.

As shown in fig. 3, the weight body 340 may be a solid weight body. The integral weight bodies may have an irregular shape, and the number of the weight bodies 340 and/or the extending depth of the weight bodies may be set according to the anti-floating force required to be provided by the weight bodies 340.

In the present embodiment, the weight body 340 may extend a predetermined distance from the outer bottom of the base plate 310 toward the foundation. Wherein the distance can be determined according to construction conditions and/or the anti-floating strength required by the counterweight body. In prior art, under the circumstances of carrying out anti-floating through the bottom plate, exert the counter weight at the upper portion of bottom plate, the pressure-bearing that will lead to the bottom plate like this is very big, causes the influence to the structure of whole building very easily to produce the potential safety hazard, moreover under this condition, because exert the counter weight on the bottom plate, will inevitably influence the floor height of building inside, will cause the sense of depression like this, under this condition, if keep the floor height that should have, will certainly lead to the fact the increase of construction cost.

The weight body 340 may be fixedly connected to the base plate 310 or integrally formed. The weight body 340 may be designed to resist the buoyancy of the groundwater to prevent the anti-floating underground structure 300 from floating. Wherein the weight body 340 is disposed under the floor 310 and deep into the ground. Compared with various anti-floating modes in the prior art, the anti-floating device is low in cost, high in practicability, good in reliability and better in anti-floating effect. For example, the method can avoid the net height requirement or the structural load problem caused by a ballast method, can avoid the problem caused by the limitation of actual conditions in the engineering pile anti-floating technology, and can also well avoid various problems caused by adopting an open drainage method in a drainage and dewatering method.

In the present disclosure, while the weight body 340 realizes the anti-floating effect, the anti-floating effect can be also simultaneously realized by additionally adopting the anti-pulling device 360. In this case, the anti-floating of the underground structure can be simultaneously achieved by the weight body 340 and the anti-pulling device 360. The anti-floating device 360 is added on the basis of the counterweight body 340 to realize anti-floating together, so that the number of the anti-floating device 360 can be effectively reduced to achieve the expected anti-floating effect. For example, N uplift devices 360 may be required for an underground building to achieve a desired uplift effect, but by adding the uplift devices 360 on the basis of the weight body 340, the number N may be substantially reduced. It should be understood by those skilled in the art that in the case of using only the uplift device 360 for anti-floating, a large number of uplift devices 360 are required, but the construction of the uplift device 360 is complicated and the construction period is long, and the uplift device 360 is greatly affected by the soil quality of the foundation.

Thus, where the weight body 340 is used in conjunction with the uplift device 360, the weight body 340 may provide a first uplift resistance, while the uplift device 360 may provide a second uplift resistance (e.g., which may be an uplift resistance provided by an uplift pile, and/or an uplift anchor). The sum of the first and second anti-buoyancy forces may be taken as the overall anti-buoyancy force. Wherein the design value of the anti-buoyancy formed by multiplying the sum of the integral anti-buoyancy and other anti-buoyancy by the coefficient is larger than the buoyancy value. The other anti-floating force can be, for example, anti-floating force formed by the weight of the building itself, such as the self weight of the underground building, the weight of the earth covering, and the like, and even the anti-floating force provided by the object contained in the building. The predetermined coefficient may be a coefficient preset according to actual conditions. The above-mentioned buoyancy value is an anti-buoyancy required to resist the floating of the underground structure, wherein the buoyancy value can be considered according to the circumstances of the ground water level and the like.

Thus, according to further embodiments of the present disclosure, the anti-floating underground structure may further include an anti-uplift device 360. The uplift devices 360 may be in the form of uplift piles and/or uplift anchors, and the number of the uplift devices 360 is one or more than two, and when there are more than two uplift devices 360, the more than two uplift devices 360 provide a second uplift force together. One end of the anti-pulling device 360 may be configured to be fixedly connected with the base plate 310, wherein a waterproof treatment may be performed at the connection of the two. One end of the anti-pulling device 360 may be configured to be fixedly connected to the weight body 340, or may be subjected to a waterproof process. In particular, the uplift pile and/or the uplift anchor rod may be integrally connected to the base plate 310, which may satisfy both the anchoring force transmission requirement and the waterproof construction requirement of the node. The other end of the uplift device 360 may extend downward along the foundation of the underground structure by a predetermined length, wherein the predetermined length of extension is related to the anti-floating force that the uplift device 360 needs to provide. In the present disclosure, the predetermined depth that the weight body 340 extends downward toward the foundation will be less than the predetermined length that the uplift device 360 extends downward toward the foundation.

The uplift devices 360 may be evenly distributed under the bottom plate 310 or may be placed in key uplift areas of an underground building.

According to this embodiment, in the case of the weight body 340 being an integral weight body, the number of the integral weight body may be one, and for example, may be disposed in an integral region of the lower portion of the base plate or may be disposed in a partial region of the lower portion of the base plate. In addition, the number of the integral weight bodies may be two or more, and in the case of two or more, the weight bodies 340 are uniformly or non-uniformly distributed under the base plate 310 at intervals. In addition, a horizontal beam may be disposed at a lower portion of the bottom plate 310, and the horizontal beam may be disposed at or near a top portion of the integral weight body for structural reinforcement.

In addition, the reinforcing bars 341 or not are provided in the weight body 340. In the case where the reinforcing bars are provided in the weight body 340, the reinforcing bars in the weight body 340 are connected to a floor, and/or a support column in the anti-floating underground structure, and/or a sidewall of the anti-floating underground structure. In addition, the reinforcing steel bars in the weight body 340 are connected with the reinforcing steel bars of the bottom plate, and/or the reinforcing steel bars of the support columns in the anti-floating underground building, and/or the reinforcing steel bars of the side wall of the anti-floating underground building. The counterweight body 340 is concrete, cement-mixed soil, gravel cement-mixed soil, and/or a pressure grouting consolidation body. For example, in the present disclosure, the weight body 340 may be cast first, and then the bottom plate may be cast on the weight body 340, at which time the reinforcing bars of the weight body 340 may be connected with the reinforcing bars of the bottom plate, and if the uplift device 360 is present, the uplift device 360 may be disposed before or after the weight body 340 is cast, and the bottom plate 310 may be disposed after the weight body 340 and the uplift device 360 are disposed.

< example four >

Fig. 4 illustrates an anti-floating underground building 300 according to one embodiment of the present disclosure.

As shown in fig. 4, according to one embodiment of the present disclosure, a floating-resistant underground structure is provided. The anti-floating underground structure 400 may include a bottom plate 410, a sidewall 420, and a top plate 430. An interior space of the underground building is formed by at least a bottom plate 410, a side wall 420 and a top plate 430, wherein the bottom plate 410 is located at the bottom of the interior space, the top plate 430 is located at the top of the interior space, and the side wall 420 forms a side wall of the interior space. Among them, the bottom plate 410, the sidewalls 420, the top plate 430, and the like may be provided in a waterproof structure, and may be made of reinforced concrete.

According to this embodiment, the anti-floating underground structure 400 may be used as an underground garage, an underground mall, an underground storage space, and the like. And the floating-resistant underground structure 400 may have a one-story structure or a structure having two or more stories. Each layer may include a bottom plate 410, a top plate 430, and sidewalls 420, wherein the top plate of a lower layer will constitute the bottom plate of an upper layer.

Further, the interior of the anti-floating underground structure 400 may be provided with support columns (not shown), which may be fixed at the positions of the bottom plates 410 and used for supporting the roof structure, each floor space may include support columns for more than two floors, and each support column for each floor space in the entire anti-floating underground structure may be an integral structure.

In this embodiment, the anti-floating underground building 400 may further include a weight body 440, wherein the weight body 440 may be disposed at a lower portion of the floor of a one-story structure when the anti-floating underground building 400 is the one-story structure, and wherein the weight body 440 may be disposed at a lower portion of the floor of a lowest-story structure when the anti-floating underground building is the two-story structure.

As shown in fig. 3, the weight body 440 may be a one-piece weight body. The integral weight body may be in a regular shape, for example, the regular shape may be a square, a rectangle, a circle, a triangle, a diamond, or a special shape, and the number of the weight bodies 440 and/or the extending depth of the weight bodies may be set according to the anti-floating force required to be provided by the weight bodies 440.

In the present embodiment, the weight body 440 may extend a predetermined distance from the outer bottom of the floor 410 toward the foundation. Wherein the distance can be determined according to construction conditions and/or the anti-floating strength required by the counterweight body. In prior art, under the circumstances of carrying out anti-floating through the bottom plate, exert the counter weight at the upper portion of bottom plate, the pressure-bearing that will lead to the bottom plate like this is very big, causes the influence to the structure of whole building very easily to produce the potential safety hazard, moreover under this condition, because exert the counter weight on the bottom plate, will inevitably influence the floor height of building inside, will cause the sense of depression like this, under this condition, if keep the floor height that should have, will certainly lead to the fact the increase of construction cost.

The weight body 440 may be fixedly connected to the base plate 410 or integrally formed. The weight body 440 may be designed to resist the buoyancy of the groundwater to prevent the anti-floating underground structure 400 from floating. Wherein the weight body 440 is disposed under the floor 410 and deep into the ground. Compared with various anti-floating modes in the prior art, the anti-floating device is low in cost, high in practicability, good in reliability and better in anti-floating effect. For example, the method can avoid the net height requirement or the structural load problem caused by a ballast method, can avoid the problem caused by the limitation of actual conditions in the engineering pile anti-floating technology, and can also well avoid various problems caused by adopting an open drainage method in a drainage and dewatering method.

In the present disclosure, while the weight body 440 realizes the anti-floating effect, the anti-floating effect can be also simultaneously realized by additionally adopting the anti-pulling device 460. In this case, the anti-floating of the underground building can be simultaneously realized by the weight body 440 and the anti-pulling device 460. The anti-floating device 460 is added on the basis of the counterweight body 340 to realize anti-floating together, so that the number of the anti-floating device 460 can be effectively reduced to achieve the expected anti-floating effect. For example, N uplift devices 460 may be required for an underground building to achieve a desired uplift effect, but by adding the uplift devices 460 on the basis of the weight body 440, the number N may be substantially reduced. It should be understood by those skilled in the art that in the case of using only the uplift device 260 for anti-floating, a large number of uplift devices 460 are required, but the construction of the uplift devices 460 is complicated and the construction period is long, and the uplift devices 460 are greatly affected by the soil quality of the foundation.

Thus, where the weight body 440 is used in conjunction with the uplift device 460, the weight body 440 may provide a first uplift resistance, while the uplift device 460 may provide a second uplift resistance (e.g., which may be an uplift resistance provided by an uplift pile, and/or an uplift anchor). The sum of the first and second anti-buoyancy forces may be taken as the overall anti-buoyancy force. Wherein the design value of the anti-buoyancy formed by multiplying the sum of the integral anti-buoyancy and other anti-buoyancy by the coefficient is larger than the buoyancy value. The other anti-floating force can be, for example, anti-floating force formed by the weight of the building itself, such as the self weight of the underground building, the weight of the earth covering, and the like, and even the anti-floating force provided by the object contained in the building. The predetermined coefficient may be a coefficient preset according to actual conditions. The above-mentioned buoyancy value is an anti-buoyancy required to resist the floating of the underground structure, wherein the buoyancy value can be considered according to the circumstances of the ground water level and the like.

Therefore, according to further embodiments of the present disclosure, the anti-floating underground structure may further include an anti-uplift device 460. The uplift devices 460 may be in the form of uplift piles and/or uplift bolts, and the number of the uplift devices 460 is one or more than two, and when there are more than two uplift devices 460, the more than two uplift devices 460 together provide a second uplift force. One end of the anti-pulling device 460 may be configured to be fixedly connected with the base plate 410, wherein a waterproof treatment may be performed at the connection of the two. One end of the anti-pulling device 460 may be configured to be fixedly connected to the weight body 440, or may be subjected to a waterproof process. In particular, the uplift pile and/or the uplift anchor rod may be integrally connected to the bottom plate 410 to meet both the anchoring force transfer requirement and the waterproof construction requirement of the node. The other end of the uplift device 460 may extend downward along the foundation of the underground structure by a predetermined length, wherein the predetermined length of extension is related to the anti-floating force that the uplift device 460 needs to provide. In the present disclosure, the predetermined depth that the weight body 440 extends downward toward the foundation will be less than the predetermined length that the uplift device 460 extends downward toward the foundation.

The uplift devices 460 may be evenly distributed under the floor 410 or may be placed in heavy uplift areas of an underground building.

According to this embodiment, in the case of the weight body 440 being an integral weight body, the number of the integral weight body may be one, and for example, may be disposed in an integral region of the lower portion of the base plate or may be disposed in a partial region of the lower portion of the base plate. In addition, the number of the integral weight bodies may be two or more, and in the case of two or more, the weight bodies 440 are uniformly or non-uniformly distributed under the bottom plate 410 at intervals. In addition, a horizontal beam may be disposed at a lower portion of the bottom plate 410, and the horizontal beam may be disposed at or near a top portion of the integral weight body for structural reinforcement.

In addition, the reinforcing bars 441 or no reinforcing bars are provided in the weight body 440. In the case where the reinforcing bars are provided in the weight body 440, the reinforcing bars in the weight body 440 are connected to the floor, and/or the support columns in the anti-floating underground structure, and/or the sidewalls of the anti-floating underground structure. In addition, the reinforcing bars in the weight body 440 are connected with the reinforcing bars of the bottom plate, and/or the reinforcing bars of the support columns in the anti-floating underground building, and/or the reinforcing bars of the side wall of the anti-floating underground building. The counterweight 440 is concrete, cement-mixed soil, gravel cement-mixed soil, and/or a pressure grouting consolidation body. For example, in the present disclosure, the weight body 440 may be cast first, and then the bottom plate may be cast on the weight body 440, at which time the reinforcing bars of the weight body 440 may be connected with the reinforcing bars of the bottom plate, and if the uplift device 460 is present, the uplift device 460 may be disposed before or after the weight body 440 is cast, and the bottom plate 410 may be disposed after the weight body 440 and the uplift device 460 are disposed.

The following will describe the relevant contents of the weight body and the anti-pulling device (located below the base plate 510) with reference to fig. 5, and the weight body and the anti-pulling device in these relevant contents can be applied to the above-described embodiment, and the weight body is particularly applied to the first embodiment and the second embodiment. As shown in fig. 5, the cross section of the weight body 540 may be square, rectangular, or circular. It will be appreciated by those skilled in the art that any other suitable shape may be provided. In addition, the distribution of the weight bodies 540 may also be regular or irregular. For example, a regular row and column format is shown in fig. 5, but those skilled in the art will appreciate that other formats are possible. A horizontal beam 550 may also be provided at or near the top of the counterweight body for structural reinforcement. In the present disclosure, any suitable form of horizontal beams may be provided at the lower portion of the floor panel to reinforce the structure of the floor panel.

The anti-plucking means 560 (shown by x) may be arranged to be distributed evenly or unevenly under the sole plate, and the number and/or position may be set as desired.

In the description herein, reference to the description of the terms "one embodiment/mode," "some embodiments/modes," "example," "specific example," or "some examples," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment/mode or example is included in at least one embodiment/mode or example of the application. In this specification, the schematic representations of the terms used above are not necessarily intended to be the same embodiment/mode or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments/modes or examples. Furthermore, the various embodiments/aspects or examples and features of the various embodiments/aspects or examples described in this specification can be combined and combined by one skilled in the art without conflicting therewith.

Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present application, "plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.

It will be understood by those skilled in the art that the foregoing embodiments are merely for clarity of illustration of the disclosure and are not intended to limit the scope of the disclosure. Other variations or modifications may occur to those skilled in the art, based on the foregoing disclosure, and are still within the scope of the present disclosure.

Claims

1. An anti-floating underground structure, comprising: a bottom plate, a side wall and a top plate, wherein the bottom plate, the side wall and the top plate at least form an internal space of the underground building, the bottom plate is positioned at the bottom of the internal space, the top plate is positioned at the top of the internal space, and the side wall forms a side wall of the internal space,

the anti-floating underground structure further comprises:

2. The floating-resistant underground structure as claimed in claim 1, wherein the uplift devices are uplift piles and/or uplift anchors, and the number of the uplift devices is one or more than two, and when there are more than two uplift devices, the more than two uplift devices are used to provide the second uplift force together.

3. The anti-floating underground building of claim 1, wherein the weight body extends from the floor to a foundation to a predetermined depth, and the predetermined depth is less than the predetermined length.

4. The anti-floating underground building of claim 1, wherein the weight bodies are weight piers, weights, and/or weight bars and are distributed evenly or unevenly spaced from each other under the floor.

5. A float-resistant underground building as claimed in claim 4, wherein there are also provided horizontal beams disposed at or near the top of the pier, weight and/or strip for structural reinforcement.

6. The floating-resistant underground building of claim 4, wherein the shape of the weight pier, the weight block and/or the weight strip is regular or irregular.

7. The float-resistant underground building of claim 1, wherein the weight body is an integral weight body disposed in all or a portion of the area of the floor.

8. The floating-resistant underground structure of claim 7, wherein the number of the integral weight bodies is more than one, and/or the shape of the integral weight bodies is regular or irregular.

9. The floating-resistant underground structure of claim 1, wherein the weight body is provided with or without reinforcing bars.

10. The anti-floating underground structure of claim 9, wherein the reinforcing bars in the heavy body are connected to the floor, and/or the support columns in the anti-floating underground structure, and/or the sidewalls of the anti-floating underground structure in the case that the reinforcing bars are provided in the weight body.

11. The anti-floating underground structure of claim 9, wherein the weight body is concrete, cement-mixed soil, crushed cement-mixed soil, and/or a pressure grouting consolidation body.

12. The anti-floating underground structure of claim 1, wherein the top plate is filled with soil or not when the anti-floating underground structure has one story, and the top plate of the uppermost anti-floating underground structure is filled with soil or not when the anti-floating underground structure has two or more stories.

13. The anti-floating underground structure as claimed in any one of claims 1 to 12, wherein the coefficient multiplied by the sum of the first anti-buoyancy and the second anti-buoyancy and other anti-buoyancy values results in an anti-floating design value greater than the buoyancy value, which prevents the underground structure from floating under the influence of the groundwater.

14. The anti-floating underground building of any one of claims 1 to 12, wherein the underground building is one or more layers of anti-floating underground building, and/or the underground building is an underground garage.