CN218990188U

CN218990188U - Foundation pit supporting structure

Info

Publication number: CN218990188U
Application number: CN202221390365.6U
Authority: CN
Inventors: 请求不公布姓名
Original assignee: Asahi Co Ltd
Current assignee: Asahi Co Ltd
Priority date: 2022-06-06
Filing date: 2022-06-06
Publication date: 2023-05-09
Anticipated expiration: 2032-06-06

Abstract

The present disclosure provides a foundation pit supporting structure, which includes: a vertical barrier disposed on at least a portion of a perimeter of the foundation pit; the connecting part is arranged on the vertical blocking part and is used for connecting at least part of the vertical blocking part; and a lateral suspension structure disposed at least in a partial region of at least one side of the foundation pit.

Description

Foundation pit supporting structure

Technical Field

The disclosure relates to a foundation pit supporting structure, and belongs to the technical field of buildings.

Background

In building construction or underground structure construction, open excavation work is generally performed on the ground to form a foundation pit. In the prior art, vertical piles are often arranged on the periphery of a foundation pit, and a foundation pit supporting structure with transverse supports is arranged in the pit to prevent collapse of soil on the periphery of the foundation pit.

Structurally, the foundation pit support of the current building mostly adopts vertical support piles and horizontal supports in pits or cable-stayed anchor rods to resist the thrust of soil outside the pits, the horizontal supports in the foundation pit have an obstacle effect on construction, the cost is high, and the horizontal supports still need to be removed after the basement construction is finished. Moreover, when the horizontal support is constructed, the manpower and material resources are extremely wasted, and the construction period is long.

The cable-stayed anchor rod is also a structure for resisting soil thrust, however, the soil is often not ideal, limited resistance can be obtained only by extending far beyond a building foundation pit, the cable-stayed anchor rod is not allowed to extend far, is too short and unreliable, the whole soil body is easy to collapse, foundation pit collapse accidents often occur in reality, and road collapse or personnel injury is caused.

The two prior arts have large investment at one time, and after the basement is completed, the basement can not be reused, and the waste is extremely large.

Disclosure of Invention

In order to solve one of the above technical problems, the present disclosure provides a foundation pit supporting structure.

According to one aspect of the present disclosure, there is provided a foundation pit supporting structure, comprising:

a vertical barrier disposed on at least a portion of a perimeter of the foundation pit;

the connecting part is arranged on the vertical blocking part and is used for connecting at least part of the vertical blocking part; and

and the transverse suspension cable structure is arranged on at least part of the area of at least one side of the foundation pit.

The foundation pit supporting structure according to at least one embodiment of the present disclosure, the lateral suspension structure includes a lateral support member including at least a first lateral support member and a third lateral support member, each of the first lateral support member and the third lateral support member being connected to the connection portion to support the first lateral support member and the third lateral support member through the connection portion.

The foundation pit supporting structure according to at least one embodiment of the present disclosure, the lateral suspension structure includes suspension wires provided to the first and third lateral supports.

According to the foundation pit supporting structure of at least one embodiment of the present disclosure, the transverse suspension structure includes a force application member, one end of the force application member is disposed on the suspension cable, and the other end of the force application member is disposed on the connection portion, so that a tensile force and/or a pushing force is applied to the connection portion through the force application member, and the tensile force and/or the pushing force applied by the force application member at least partially counteracts the force applied to the vertical blocking portion by the foundation pit peripheral soil borne by the vertical blocking portion.

According to the foundation pit supporting structure of at least one embodiment of the present disclosure, the connecting portion includes at least a first connecting portion, the first lateral support and the third lateral support are both disposed on the first connecting portion, and a first acting force applied by the first lateral support to the first connecting portion has a force perpendicular to an extending direction of the first connecting portion; the first force applied by the third lateral support member to the first connection portion has a force perpendicular to the extending direction of the first connection portion.

According to the foundation pit supporting structure of at least one embodiment of the present disclosure, the connecting portion at least includes a first connecting portion, a second connecting portion and a third connecting portion, where the second connecting portion and the third connecting portion are both connected to the first connecting portion, and an included angle with a preset angle is formed between the second connecting portion and the first connecting portion, and an included angle with a preset angle is formed between the third connecting portion and the first connecting portion.

According to the foundation pit supporting structure of at least one embodiment of the present disclosure, the first transverse supporting piece is disposed on the second connecting portion, and the first acting force applied by the first transverse supporting piece to the second connecting portion has a force parallel to the extending direction of the second connecting portion, and the reaction force of the first acting force forms at least part of the supporting force of the second connecting portion on the first transverse supporting piece; the third transverse supporting piece is arranged on the third connecting portion, and enables the third acting force applied by the third transverse supporting piece to the third connecting portion to have a force parallel to the extending direction of the third connecting portion, and the reaction force of the third acting force forms at least partial supporting force of the third connecting portion to the third transverse supporting piece.

The foundation pit supporting structure according to at least one embodiment of the present disclosure, the lateral support further comprises: a second lateral support connected to the first connection portion and enabling a second force applied by the second lateral support to the first connection portion to be transmitted along a length direction of the first connection portion; the first transverse supporting piece and the second transverse supporting piece are connected through a connecting piece.

According to the foundation pit supporting structure of at least one embodiment of the present disclosure, the size of the vertical blocking portions provided is increased or the density or number of the vertical blocking portions provided is increased at the middle portion of the side portions of the foundation pit and/or the corner regions of the foundation pit, and/or the area of the cross section of the connecting portion provided at the middle portion of the side portions of the foundation pit and/or the corner regions of the foundation pit is increased.

A foundation pit supporting structure according to at least one embodiment of the present disclosure, further comprising:

a reinforcing barrier, the reinforcing barrier being sized to be equal to or greater than the vertical barrier, or increasing the number of reinforcing barriers; and/or the reinforcement barrier is positioned at the middle part of the side part of the foundation pit and/or is positioned at the corner area of the foundation pit.

and one end of the transverse force application device is fixed on the vertical blocking part and/or the connecting part, at least part of the transverse force application device is positioned in the soil around the foundation pit, so that a fourth acting force is applied to the vertical blocking part and/or the connecting part through the transverse force application device, and the fourth acting force is used for at least partially counteracting the force applied to the vertical blocking part by the soil around the foundation pit born by the vertical blocking part.

and the inner supporting structure is positioned in the foundation pit and is used for applying a fifth acting force to the connecting part and/or the vertical blocking part, and the fifth acting force is used for at least partially counteracting the force applied to the vertical blocking part by the soil around the foundation pit born by the vertical blocking part.

In accordance with at least one embodiment of the present disclosure, the inner support structure is configured to apply the fifth force to a middle portion of a side of the foundation pit.

A corner support structure provided at a corner region of the foundation pit so as to apply a sixth force to an upper half and/or a connecting portion of at least one vertical barrier provided at the corner region of the foundation pit; and/or the angle support structure is arranged on the inner support structure and is used for applying a sixth acting force to the upper half part and/or the connecting part of the vertical blocking part arranged at the edge part of the foundation pit, wherein the sixth acting force is used for at least partially counteracting the force applied to the vertical blocking part by the soil around the foundation pit born by the vertical blocking part.

According to the foundation pit supporting structure of at least one embodiment of the present disclosure, the connecting portion includes a crown beam and/or a wale, wherein the crown beam is disposed at the top of the vertical blocking portion, and/or the wale is disposed at a portion between two ends of the vertical blocking portion.

According to the foundation pit supporting structure of at least one embodiment of the present disclosure, the crown beam and/or the wale are supported at the pit bottom of the foundation pit through the inner diagonal braces.

According to the foundation pit supporting structure of at least one embodiment of the present disclosure, the cross section of the foundation pit is rectangular, square, curved, folded line-shaped or polygonal, or at least a part of the foundation pit is in an opening shape, or the side part of the cross section of the foundation pit at least comprises a straight line section and/or an arc section.

According to the foundation pit supporting structure of at least one embodiment of the present disclosure, the vertical blocking portion and/or the reinforcing blocking portion is selected from at least one or more of a reinforced concrete cast-in-place pile, a precast reinforced concrete sheet pile, a tubular pile, a steel sheet pile, a steel pipe pile, a cement gravel pile, a section steel cement stirring wall and a reinforced concrete wall.

According to the foundation pit supporting structure of at least one embodiment of the present disclosure, the transverse supporting member is of a whole structure or at least partially of an assembled structure, or at least partially of a structure which can be assembled and/or disassembled for reuse; and/or the transverse support is arranged outside the foundation pit; and/or the transverse suspension cable structure is a steel structure or a reinforced concrete structure.

According to the foundation pit supporting structure of at least one embodiment of the present disclosure, the force application member is one or more of a guy cable, a pull rod, a steel cable, a steel rod or a steel structure.

According to the foundation pit supporting structure of at least one embodiment of the present disclosure, the upper part of the lateral suspension structure is covered with soil, and/or the lateral suspension structure is provided with a counterweight, and/or the lateral suspension structure is anchored in the earth to prevent out-of-plane instability damage of the lateral suspension structure.

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. 1-11 are schematic cross-sectional structural views of foundation pit supporting structures according to various embodiments of the present disclosure.

Fig. 12-15 are schematic structural views of foundation pit supporting structures according to various embodiments of the present disclosure.

The reference numerals in the drawings specifically are:

100 foundation pit supporting structure

110 vertical pile

120 connection part

121 first connecting portion

122 second connection portion

123 third connecting portion

130 transverse support

131 first transverse support

132 second transverse support

133 third transverse support

137 connecting piece

138 suspension cable

139 force application piece

140 reinforced barrier

150 transverse force application device

160 inner support structure

170-angle supporting structure

180 waist beam

190.

Detailed Description

The present disclosure is described in further detail below with reference to the drawings and the embodiments. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant content and not limiting of the present disclosure. It should be further noted that, for convenience of description, only a portion relevant to the present disclosure is shown in the drawings.

In addition, embodiments of the present disclosure and features of the embodiments may be combined with each other without conflict. The technical aspects of the present disclosure will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.

Unless otherwise indicated, the exemplary implementations/embodiments shown 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. Thus, unless otherwise indicated, features of the various implementations/embodiments may be additionally combined, separated, interchanged, and/or rearranged without departing from the technical concepts of the present disclosure.

The use of cross-hatching and/or shading in the drawings is typically used to clarify the boundaries between adjacent components. As such, the presence or absence of cross-hatching or shading does not convey or represent any preference or requirement for a particular material, material property, dimension, proportion, commonality between illustrated components, and/or any other characteristic, attribute, property, etc. of a component, unless indicated. In addition, in the drawings, the size and relative sizes of elements may be exaggerated for clarity and/or descriptive purposes. While the exemplary embodiments may be variously implemented, the specific process sequences may be performed in a different order than that described. For example, two consecutively described processes may be performed substantially simultaneously or in reverse order from that described. Moreover, like reference numerals designate like parts.

When an element is referred to as being "on" or "over", "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 this reason, the term "connected" may refer to physical connections, electrical connections, and the like, with or without intermediate components.

For descriptive purposes, the present disclosure may use spatially relative terms such as "under … …," under … …, "" under … …, "" lower, "" above … …, "" upper, "" above … …, "" higher "and" side (e.g., as in "sidewall"), etc., to describe one component's relationship to another (other) component as illustrated in the figures. In addition to the orientations depicted in the drawings, the spatially relative terms are intended to encompass different orientations of the device in use, operation, and/or manufacture. For example, if the device in the figures is turned over, elements described as "under" or "beneath" other elements or features would then be oriented "over" the other elements or features. Thus, the exemplary term "below" … … can encompass both an orientation of "above" and "below". Furthermore, the device 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 only 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 the present specification, the presence of stated features, integers, steps, operations, elements, components, and/or groups thereof is described, but the presence or addition of one or more other features, integers, steps, operations, elements, components, and/or groups thereof is not precluded. It is also noted that, as used herein, the terms "substantially," "about," and other similar terms are used as approximation terms and not as degree terms, and as such, are used to explain the inherent deviations of measured, calculated, and/or provided values that would be recognized by one of ordinary skill in the art.

As shown in fig. 1 to 11, a foundation pit supporting structure 100 of the present disclosure includes: vertical stops, connections 120, and lateral suspension structures.

In the present disclosure, the vertical blocking portion may be a vertical pile 110, where the vertical pile 110 is disposed on at least a portion of the periphery of the foundation pit; so that the vertical piles 110 block the earthwork around the foundation pit to prevent the earthwork from collapsing. In another embodiment, the vertical blocking portion may be a vertical continuous wall or the like.

In actual use, the foundation pit supporting structure of the present disclosure, on one hand, at least partially installs the vertical piles 110 before excavating the foundation pit; on the other hand, when the foundation pit is constructed or after the construction is finished, vertical piles 110 are arranged on the periphery of the foundation pit.

The vertical piles 110 can be cylindrical piles or steel sheet piles; when the vertical pile 110 is selected from a cylindrical pile, the cylindrical pile may be a precast pile or a cast-in-place pile, and the precast pile may also be a reinforced concrete precast pile or a steel pile, and preferably a steel pile, so as to facilitate the installation of the foundation pit supporting structure 100, and the vertical pile 110 can be repeatedly used a plurality of times.

The steel sheet pile is steel construction prefab, when keeping earth through the steel sheet pile, the length direction of steel sheet pile is the direction of height after the installation, the width direction of steel sheet pile is formed with connection structure to can make adjacent steel sheet pile be connected through this connection structure.

In practical use, the vertical piles 110 may be disposed in close proximity to each other to prevent earthwork from entering the foundation pit through gaps between the vertical piles 110, resulting in safety problems such as personnel injury.

Of course, a certain gap can be formed between two adjacent vertical piles, preferably, when the gap between two adjacent vertical piles is larger, a structure for retaining soil needs to be arranged between two vertical piles with the gap, or earthwork is solidified to form a pile wall retaining structure, so that collapse of the earthwork is prevented.

In the present disclosure, the vertical piles provided in some weak areas or areas with relatively large stress of the foundation pit are increased in size or density or number.

The weak area of the foundation pit can be the middle part of the side part of the foundation pit or the corner area of the foundation pit. For example, when the length of the side portion of the foundation pit is greater than a certain preset value, the middle portion of the side portion of the foundation pit may be considered to belong to a weak area. On the other hand, the corner regions of the foundation pit are generally relatively strong and complex, and belong to weak regions of the foundation pit.

Moreover, the size increase of the vertical pile specifically includes: when the vertical pile is a cylindrical pile, the diameter of the vertical pile may be increased, i.e., the diameter of the vertical pile located at the weak area is greater than the diameter of the vertical pile outside the weak area; accordingly, when the vertical pile is a steel sheet pile or the like, the thickness or profile size of the steel sheet pile may be increased, i.e., the thickness or profile size of the steel sheet pile located at the weak area is greater than the thickness or profile size of the vertical device outside the weak area.

In another aspect, the increasing of the density of the vertical piles may include: the spacing between the vertical piles of the weak area is smaller than the spacing between the vertical piles outside the weak area, or when the vertical piles outside the weak area are arranged in close proximity, the vertical piles inside the weak area may be arranged in a plurality of columns or a plurality of rows, and the number of vertical piles in a unit area inside the weak area is made to be greater than the number of vertical piles in a unit area outside the weak area.

Furthermore, the increase in the number of vertical piles may be embodied as an increase in the density of the vertical piles or a provision of a plurality of rows and columns of vertical piles, thereby playing a role in reinforcing the vertical barrier.

The connection portion is disposed on the vertical pile 110 to connect at least part of the vertical pile 110 through the connection portion. In the present disclosure, the connection portion includes a crown beam and/or a wale 180, wherein the crown beam is disposed at the top of the vertical pile 110, and/or the wale 180 is disposed at a portion between both ends of the vertical pile 110. More preferably, the corbels and/or wales 180 may be supported to the bottom of the foundation pit by inner braces 190. In the present disclosure, the crown beam and/or the wale may be a steel structure or a reinforced concrete structure.

In the present disclosure, the connection parts may be provided in plurality, and each of the connection parts connects at least part of the vertical piles 110, and the connection parts may be connected to each other such that the connection parts are formed as one body. Of course, the connection portion may be formed at one time, for example, by a concrete pouring method after the vertical piles 110 are properly disposed.

On the other hand, the connection part may be formed as a steel member, and at this time, the connection part may be connected to the top of the vertical pile 110 through a connection structure so that the vertical pile 110 and the connection part are formed as one body.

As defined above, in the present disclosure, the cross-sectional area of the connection provided at some weakened areas of the foundation pit increases, i.e. a vertical plane or a substantially vertical plane perpendicular to the direction of extension of the connection. Therefore, the load limit of the connecting part near the weak area can be improved, so that the stability of the foundation pit supporting structure is improved.

Similar to the above, the weakened area of the pit may be a middle portion of the side of the pit or a corner area of the pit. For example, when the length of the side portion of the foundation pit is greater than a certain preset value, the middle portion of the side portion of the foundation pit may be considered to belong to a weak area. On the other hand, the corner regions of the foundation pit are generally relatively strong and complex, and belong to weak regions of the foundation pit.

In the present disclosure, the connection is preferably a reusable structure or a partially reusable structure, and thereby enables at least a portion of the foundation pit infrastructure of the present disclosure to be reused.

In addition, as shown in fig. 5, the vertical piles 110 may be steel piles, and the upper part of the transverse suspension cable structure may be covered with soil, so that the transverse suspension cable structure may resist out-of-plane instability and damage, and the upper part of the transverse suspension cable structure may be uncovered. The connecting portion is formed into a crown beam, the crown beam is an integrated crown beam, and the transverse suspension cable structure is connected with the crown beam.

In another embodiment, as shown in fig. 6, the vertical piles 110 may be steel piles, and the upper part of the transverse suspension cable structure may be covered with soil, which may make the transverse suspension cable structure resist out-of-plane instability and damage, and the upper part of the transverse suspension cable structure may be uncovered. The connecting part is formed into two crown beams, and the crown beams are formed through the tops of two crown Liang Gazhu steel piles, and the connecting part can be realized by adopting structures such as I-steel, channel steel, reinforced concrete or steel pipes. The transverse suspension cable structure is connected with the crown beam.

In another embodiment, as shown in fig. 7, the vertical piles 110 may be steel piles, and the upper part of the transverse suspension cable structure may be covered with soil, which may make the transverse suspension cable structure resist out-of-plane instability and damage, and the upper part of the transverse suspension cable structure may be uncovered. The connecting portion is formed into a crown beam, the crown beam is an integrated crown beam, and the transverse suspension cable structure is connected with the crown beam. More preferably, the connection part can be realized by adopting a structure such as I-steel, channel steel, reinforced concrete or steel pipe.

In another embodiment, as shown in fig. 8, the vertical piles 110 may be steel piles, and the upper part of the transverse suspension cable structure may be covered with soil, which may make the transverse suspension cable structure resist out-of-plane instability and damage, and the upper part of the transverse suspension cable structure may be uncovered. The connecting portion comprises a crown beam and a waist beam, wherein the crown beam is connected with a transverse force application device (anchor rod), the waist beam is also connected with the transverse force application device (anchor rod), and the transverse suspension cable structure is connected with the crown beam. More preferably, the connection part can be realized by adopting a structure such as I-steel, channel steel, reinforced concrete or steel pipe.

In another embodiment, as shown in fig. 9, the vertical piles 110 may be steel piles, and the upper part of the transverse suspension cable structure may be covered with soil, which may make the transverse suspension cable structure resist out-of-plane instability and damage, and the upper part of the transverse suspension cable structure may be uncovered. The connecting portion comprises a crown beam and a waist beam, wherein the crown beam is connected with an inner supporting structure, the waist beam is also connected with an inner supporting structure, and the crown beam is connected with the inner supporting structure connected with the waist beam to form a multi-layer inner supporting structure. The transverse suspension cable structure is connected with the crown beam. More preferably, the connection part can be realized by adopting a structure such as I-steel, channel steel, reinforced concrete or steel pipe.

In another embodiment, as shown in fig. 10, the vertical piles 110 may be steel piles, and the upper part of the transverse suspension cable structure may be covered with soil, which may make the transverse suspension cable structure resist out-of-plane instability and damage, and the upper part of the transverse suspension cable structure may be uncovered. The connecting portion comprises a crown beam and a waist beam, the waist beam is connected with an inner supporting structure, and the transverse suspension cable structure is connected with the crown beam. More preferably, the connection part can be realized by adopting a structure such as I-steel, channel steel, reinforced concrete or steel pipe.

In another embodiment, as shown in fig. 11, the vertical piles 110 may be steel piles, and the upper part of the transverse suspension cable structure may be covered with soil, which may make the transverse suspension cable structure resist out-of-plane instability and damage, and the upper part of the transverse suspension cable structure may be uncovered. The connecting portion comprises two crown beams and two waist beams, wherein the two crown beams are formed at the tops of two crown Liang Gazhu steel piles, the waist beams are connected with an inner supporting structure, and the connecting portion can be realized by adopting structures such as I-steel, channel steel, reinforced concrete or steel pipes. The transverse suspension cable structure is connected with the crown beam.

In the present disclosure, as shown in fig. 12 to 15, the connection parts may include the first connection part 121, the second connection part 122, and the third connection part 123, although the connection parts may include other connection parts, considering that the number of connection parts 120 may be plural.

The second connecting portion 122 and the third connecting portion 123 are respectively connected to two ends of the first connecting portion 121, and an included angle with a preset angle is formed between the second connecting portion 122 and the first connecting portion 121, and an included angle with a preset angle is formed between the third connecting portion 123 and the first connecting portion 121. In this disclosure, the preset angle may be 90 °, that is, the second connecting portion 122 and the third connecting portion 123 are perpendicular to the first connecting portion 121 and are located on the same side of the first connecting portion 121; of course, the preset angle may be other angle values, and the preset angle may be adjusted according to the shape of the land and the shape of the building, which will not be described in detail herein.

On the other hand, the first, second and

third connection parts

121, 122 and 123 may be formed as the same member, or integrally formed by concrete or reinforced concrete.

The transverse suspension cable structure is arranged in at least part of the area of at least one side of the foundation pit. In one embodiment, the lateral suspension structure may include a lateral support member, suspension cable, force application member, and the like.

In the present disclosure, the lateral support may be provided as at least one, for example, the lateral support may include a first lateral support 131, and of course, the lateral support may include a second lateral support 132, a third lateral support 133, and other lateral supports.

In the present disclosure, the first and third lateral supports 131 and 133 are connected to the connection portion to support the first and third lateral supports 131 and 133 through the connection portion.

In one implementation, the first lateral support 131 and the third lateral support 133 may be disposed at the first connection portion 121, such that the first force applied by the first lateral support 131 to the first connection portion 121 has a force perpendicular to the extending direction of the first connection portion 121; the third force applied by the third lateral support member to the first connection portion has a force perpendicular to the extending direction of the first connection portion.

In another implementation form, the first lateral support member 131 is disposed on the second connection portion 132, and such that a first force applied by the first lateral support member 131 to the second connection portion 132 has a force parallel to an extending direction of the second connection portion 132, and a reaction force of the first force forms at least a part of a supporting force of the second connection portion 132 on the first lateral support member 131; the third lateral support member 133 is disposed on the third connecting portion 123, and causes a third force applied by the third lateral support member 133 to the third connecting portion 123 to have a force parallel to the extending direction of the third connecting portion 123, and a reaction force of the third force forms at least a part of the supporting force of the third connecting portion 123 on the third lateral support member 133.

That is, the length direction of the first lateral support member 131 may be consistent with the length direction of the second connection portion 122, or an angle between the length direction of the first lateral support member 131 and the length direction of the second connection portion 122 may be within 30 °, so that when the first lateral support member 131 applies pressure to the second connection portion 122, the pressure can be transferred to the earth around the pit through the second connection portion 122, in other words, the second connection portion 122 provides a supporting force to the first lateral support member 131.

More preferably, in the present disclosure, the second lateral support 132 is disposed at the first connection portion 121, and enables the second force applied by the second lateral support 132 to the first connection portion 121 to be transmitted along the length direction of the first connection portion 121. That is, the length direction of the second lateral support 132 may be consistent with the length direction of the first connection part 121, or an angle between the length direction of the second lateral support 132 and the length direction of the first connection part 121 may be within 30 °, so that when the second lateral support 132 applies pressure to the first connection part 121, the pressure can be transferred to the earth around the pit through the first connection part 121, or at least self-balance a portion, in other words, the first connection part 121 provides a supporting force to the second lateral support 132.

Of course, the second transverse support 132 may also be fixed to the second connecting portion 122, and of course, the second connecting portion 122 can provide a supporting force to the second transverse support 132.

The suspension wires 138 are disposed at the first and third lateral supports 131 and 133. In the present disclosure, the suspension cable 138 may be located entirely outside the foundation pit, or may be located partially inside the foundation pit. In one embodiment, the suspension wires 138 may be fabricated using steel cables or a steel structure.

At this time, the foundation pit supporting structure 100 of the present disclosure may further include a force applying member 139, one end of the force applying member 139 is disposed on the suspension cable 138, and the other end of the force applying member 139 is disposed on the first connecting portion 121, so that a tensile force and/or a pushing force is applied to the first connecting portion 121 by the force applying member 139, and the tensile force and/or the pushing force applied by the force applying member 139 at least partially counteracts the force applied to the vertical pile 110 by the foundation pit peripheral soil borne by the vertical pile 110. In the present disclosure, the force application member may be one or more of a cable, a pull rod, a wire rope, a steel rod, or a steel structure; when the force application member bears tension, a guy cable, a pull rod, a steel cable, a steel rod or a steel structure can be adopted, and correspondingly, when the force application member needs to bear pressure, objects such as the steel rod or the steel structure which can bear pressure can be selected.

Specifically, when the suspension wire 138 is located on the same side (inside or outside) of the connection portion as the lateral support member, the urging member applies a tensile force to the connection portion; when a portion of the suspension wire 138 is located on one side of the connection portion and another portion of the suspension wire 138 is located on the other side of the connection portion, at this time, a portion of the urging member located outside the connection portion (outside of the foundation pit) applies a pulling force to the connection portion and a portion of the urging member located inside the connection portion (inside of the foundation pit) applies a pushing force to the connection portion.

That is, the pulling force or pushing force applied by the force applying member can be decomposed into a force opposite to the direction in which the soil (earth) around the foundation pit is applied to the vertical piles 110.

That is, during construction of the foundation pit, the soil around the foundation pit applies a force to the vertical piles 110 in a direction toward the inside of the foundation pit, and when the force is greater than the load limit of the vertical piles 110, the soil around the foundation pit collapses, resulting in serious safety liability accidents.

However, in the present disclosure, by providing the transverse suspension structure, the forces applied to the vertical piles 110 by the soil (earth direction) around the foundation pit can be at least partially offset, so as to improve the stability of the vertical piles 110. Still further, it is considered that the connection portion is provided at the upper end of the vertical pile 110, and the lateral support is connected to the connection portion, whereby a point of application of the first tensile force applied to the connection portion by the lateral support is located at the upper end of the vertical pile 110, to further improve stability of the vertical pile 110.

Of course, the connection portion may be located at a middle area of the vertical pile 110, and the lateral support may be disposed at a middle area of the vertical pile 110, which is not described in detail herein.

The first and second lateral supports 131 and 132 are connected by the connection member 137, so that the first and second lateral supports 131 and 132 can more easily achieve force balance, and the first and/or second lateral supports 131 and 132 are prevented from being damaged such as being bent. In the present disclosure, the connection member 137 may be at least one of a guy cable, a pull rod, a support rod, a steel structure, a reinforced concrete slab, a reinforced concrete beam, and a reinforced concrete structure.

The third lateral support 133 of the present disclosure may be provided in the middle of the connection, in which case an inner support structure is provided at the location of the third lateral support 133 to at least partially counteract the force applied to the connection by the third lateral support 133 by the inner support structure.

Fig. 13 is a schematic structural view of a foundation pit supporting structure according to various embodiments of the present disclosure.

Fig. 13 shows, among other things, that the vertical piles 110 may be selected as steel sheet piles.

Preferably, the foundation pit supporting structure 100 further includes a reinforcing blocking part 140, where the size of the reinforcing blocking part 140 is greater than or equal to that of the vertical piles 110, or the number of the reinforcing blocking parts 140 is increased, and/or the reinforcing blocking part 140 is located at the middle part of the side part of the foundation pit and/or at the corner region of the foundation pit, so as to improve the supporting capability of the weak region of the foundation pit, so that the foundation pit supporting structure has higher stability, or a reinforcing region is specially built to replace a horizontal support or an inclined support.

On the other hand, the reinforcement barrier 140 is also disposed between two vertical piles 110; or near the vertical piles 110 to increase the supporting capacity of the weak area.

In the present disclosure, the reinforcement stopper 140 has a size larger than that of the vertical pile 110, including: when both the reinforcement stop 140 and the vertical pile 110 are cylindrical, the reinforcement stop 140 has a diameter greater than the diameter of the vertical pile 110, otherwise the reinforcement stop 140 has a cross-sectional area greater than the cross-sectional area of the vertical pile 110, and more preferably the reinforcement stop 140 has a load capacity greater than the load capacity of the vertical pile 110.

To further improve the supporting stability of the vertical pile 110, in the present disclosure, the foundation pit supporting structure 100 may further include a lateral force applying device 150, where one end of the lateral force applying device 150 is fixed to the vertical pile 110 and/or the connection portion, and at least part of the lateral force applying device 150 is located in the soil around the foundation pit, so as to apply, by the lateral force applying device 150, a fourth force to the vertical pile 110 and/or the connection portion, where the fourth force is used to at least partially counteract the force applied to the vertical pile 110 by the soil around the foundation pit borne by the vertical pile 110, that is, the fourth force can be decomposed into a force opposite to the direction of the force applied to the vertical pile 110 by the soil around the foundation pit (soil direction).

As a specific implementation, the lateral force application device 150 includes a structure such as a cable-stayed anchor, a steel pipe, and a soil nail, that is, the lateral force application device 150 may selectively use at least one of the cable-stayed anchor, the steel pipe, and the soil nail.

Considering that a foundation pit may form two parallel or substantially parallel sides, for example, when the foundation pit is a rectangular foundation pit, an inner support structure 160 may be provided at the long side of the foundation pit, the inner support structure 160 being located inside the foundation pit and being adapted to apply a fifth force to the connection and/or to the vertical piles 110, the fifth force being adapted to at least partially counteract the forces exerted by the foundation pit periphery soil (earthwork) to the vertical piles 110, i.e. the fifth force being able to be resolved into forces opposite to the forces exerted by the foundation pit periphery soil (earthwork) to the vertical piles 110.

More preferably, the foundation pit supporting structure 100 further comprises: a corner support structure 170, said corner support structure 170 being arranged at a corner region of said foundation pit, so as to apply a sixth force through said corner support structure 170 to at least one upper half and/or connection of a vertical pile 110 arranged at the corner region of said foundation pit; and/or the corner support structure 170 is disposed on the inner support structure 160 of the foundation pit, and is configured to apply a sixth force to the upper half and/or the connection portion of the vertical pile 110 disposed on the side portion of the foundation pit, where the sixth force is configured to at least partially counteract a force applied to the vertical pile 110 by the foundation pit periphery soil borne by the vertical pile 110.

On the other hand, when the corner support structure 170 is disposed in the corner region of the foundation pit, two connection portions disposed in the corner region are formed to have a certain angle, and at this time, one end of the corner support structure is disposed in one connection portion of the two connection portions, and the corner support structure 170 may be disposed in a horizontal shape or may be disposed in an inclined shape having a certain angle with respect to the horizontal surface. Structurally, the angle support structure 170 may be at least one of a single-layered truss structure, a multi-layered truss structure, a steel pipe structure, a reinforced concrete support structure, a diagonal brace structure, and a steel pipe diagonal brace.

On the other hand, when the corner support structure 170 is disposed on the inner support structure 160, one end of the corner support structure 170 is disposed on the inner support structure 160 and the other end is disposed on the connection portion, so that the inner support structure 160 is stably supported on the connection portion by the corner support structure 170. Similarly, the corner support structures 170 may be disposed horizontally or inclined at an angle to the horizontal. Structurally, the angle support structure 170 may be at least one of a single-layered truss structure, a multi-layered truss structure, a steel pipe structure, a reinforced concrete support structure, a diagonal brace structure, and a steel pipe diagonal brace.

In an alternative embodiment, the cross section of the foundation pit is rectangular, square, curved, folded linear or polygonal, or at least a part of the foundation pit is open, or the side part of the cross section of the foundation pit at least comprises a straight line section and/or an arc section, thereby enabling the foundation pit of the present disclosure to be suitable for different plots and suitable for foundations of buildings with different shapes.

As one preferred aspect, the vertical piles 110 and/or the reinforcement barriers 140 are selected from at least one or more of reinforced concrete cast-in-place piles, precast piles, pipe piles, steel sheet piles, steel pipe piles, cement gravel piles, precast reinforced concrete sheet piles, section steel cement mixing walls, and reinforced concrete walls.

Moreover, the transverse supporting piece is of an integral structure or at least partially of an assembled structure or at least partially of a structure which can be assembled and/or disassembled for reuse, so that the amount of construction waste is reduced, and the environment-friendly, energy-saving and environment-friendly construction field is realized.

In the present disclosure, one end of the connecting member passes through the first lateral support member and is fixed to the first lateral support member, and the other end of the connecting member passes through the second lateral support member and is fixed to the second lateral support member; one end of the suspension cable passes through the first transverse support and is fixed to the first transverse support, and the other end of the suspension cable passes through the third transverse support and is fixed to the third transverse support.

In the present disclosure, the transverse suspension cable structure is a steel structure or a reinforced concrete structure. More preferably, the upper part of the transverse suspension structure is earthed and/or the transverse suspension structure is provided with a counterweight and/or the transverse suspension structure is anchored in the earth to prevent out-of-plane instability damage of the transverse cable-stayed structure.

It will be appreciated by those skilled in the art that "transverse" as used in this disclosure, such as "transverse support" and the like, does not mean that the structure must lie in a horizontal plane, and that the plane of the structure may be at an angle to the horizontal and not perpendicular to the horizontal.

In the description of the present specification, reference to the terms "one embodiment/manner," "some embodiments/manner," "example," "specific example," or "some examples," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment/manner or example is included in at least one embodiment/manner or example of the present application. In this specification, the schematic representations of the above terms are not necessarily for the same embodiment/manner 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/modes or examples described in this specification and the features of the various embodiments/modes or examples can be combined and combined by persons skilled in the art without contradiction.

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

It will be appreciated by those skilled in the art that the above-described 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 will be apparent to persons skilled in the art from the foregoing disclosure, and such variations or modifications are intended to be within the scope of the present disclosure.

Claims

1. A foundation pit supporting structure, comprising:

the transverse suspension cable structure is arranged in at least part of the area of at least one side of the foundation pit, and the force applied by the soil around the foundation pit to the vertical piles can be at least partially counteracted through the arrangement of the transverse suspension cable structure.

2. The foundation pit supporting structure of claim 1, wherein the lateral suspension structure comprises lateral supports including at least a first lateral support and a third lateral support, each of the first lateral support and the third lateral support being connected to the connection portion to support the first lateral support and the third lateral support via the connection portion.

3. The foundation pit support structure of claim 2, wherein the lateral suspension structure comprises suspension wires disposed at the first and third lateral supports.

4. A foundation pit supporting structure as claimed in claim 3, wherein the transverse suspension structure comprises a force application member, one end of the force application member is arranged on the suspension cable, the other end of the force application member is arranged on the connecting portion, so that tension and/or pushing force is applied to the connecting portion through the force application member, and the tension and/or pushing force applied by the force application member at least partially counteracts the force applied to the vertical blocking portion by the foundation pit periphery soil borne by the vertical blocking portion.

5. The foundation pit supporting structure of claim 4, wherein the connecting portion comprises at least a first connecting portion, the first and third lateral supports being disposed at the first connecting portion such that a first force applied by the first lateral support to the first connecting portion is present with a force perpendicular to an extension direction of the first connecting portion; the first force applied by the third lateral support member to the first connection portion has a force perpendicular to the extending direction of the first connection portion.

6. The foundation pit supporting structure of claim 4, wherein the connecting portions comprise at least a first connecting portion, a second connecting portion and a third connecting portion, wherein the second connecting portion and the third connecting portion are connected to the first connecting portion, and an included angle of a preset angle is formed between the second connecting portion and the first connecting portion, and an included angle of a preset angle is formed between the third connecting portion and the first connecting portion.

7. The foundation pit supporting structure of claim 6, wherein the first lateral support member is disposed at the second connection portion such that a first force applied by the first lateral support member to the second connection portion is present with a force parallel to the direction of extension of the second connection portion, the reaction force of the first force forming at least part of the support force of the second connection portion against the first lateral support member; the third transverse supporting piece is arranged on the third connecting portion, and enables the third acting force applied by the third transverse supporting piece to the third connecting portion to have a force parallel to the extending direction of the third connecting portion, and the reaction force of the third acting force forms at least partial supporting force of the third connecting portion to the third transverse supporting piece.

8. The foundation pit supporting structure of claim 7, wherein said lateral support member further comprises: a second lateral support connected to the first connection portion and enabling a second force applied by the second lateral support to the first connection portion to be transmitted along a length direction of the first connection portion; the first transverse supporting piece and the second transverse supporting piece are connected through a connecting piece.

9. A foundation pit supporting structure as claimed in any one of claims 1-8, wherein the size of the vertical barriers provided is increased or the density or number of vertical barriers provided is increased at the middle part of the sides of the foundation pit and/or at the corner areas of the foundation pit and/or the area of the cross section of the connection provided at the middle part of the sides of the foundation pit and/or at the corner areas of the foundation pit is increased.

10. The pit supporting structure of one of claims 1-8, further comprising:

11. The pit supporting structure of one of claims 1-8, further comprising:

12. The pit supporting structure of one of claims 1-8, further comprising:

13. The foundation pit support structure of claim 12, wherein said inner support structure is adapted to apply said fifth force to a middle portion of a side portion of said foundation pit.

14. The foundation pit supporting structure of any one of claims 1-8, further comprising:

15. The foundation pit supporting structure of one of claims 1 to 8, wherein the connection portion comprises a crown beam and/or a wale, wherein the crown beam is provided on top of the vertical blocking portion and/or the wale is provided at a portion between both ends of the vertical blocking portion.

16. The foundation pit supporting structure of claim 15, wherein the crown beams and/or wales are supported to the bottom of the foundation pit by inner diagonal braces.

17. The pit supporting structure of any one of claims 1-8, wherein the cross section of the pit is rectangular, square, curved, folded line-shaped or polygonal, or at least a part of the pit is open-ended, or the sides of the cross section of the pit comprise at least straight and/or curved sections.

18. The foundation pit supporting structure of any one of claims 1 to 8, wherein the vertical barrier and/or the reinforcing barrier is selected from at least one or more of reinforced concrete cast-in-place piles, precast reinforced concrete sheet piles, tubular piles, steel sheet piles, steel pipe piles, cement gravel piles, section steel cement mixing walls and reinforced concrete walls.

19. The foundation pit supporting structure of any one of claims 2-8, wherein the transverse support is of unitary construction or at least partially of assembled construction or at least partially of a spliced and/or removable re-usable construction; and/or the transverse support is arranged outside the foundation pit; and/or the transverse suspension cable structure is a steel structure or a reinforced concrete structure.

20. A pit supporting structure as claimed in claim 3 wherein the force applying member is one or more of a cable, a tie rod, a wire rope, a steel rod or a steel structure.

21. Foundation pit supporting structure according to one of the claims 1-8, wherein the upper part of the lateral suspension is earthed and/or the lateral suspension is provided with a counterweight and/or the lateral suspension is anchored in the earth to prevent out-of-plane instability damage of the lateral suspension.