CN216615858U - Utilize steel limit arch structure's foundation ditch bearing structure - Google Patents
Utilize steel limit arch structure's foundation ditch bearing structure Download PDFInfo
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- CN216615858U CN216615858U CN202122022092.1U CN202122022092U CN216615858U CN 216615858 U CN216615858 U CN 216615858U CN 202122022092 U CN202122022092 U CN 202122022092U CN 216615858 U CN216615858 U CN 216615858U
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Abstract
The utility model discloses a foundation pit supporting structure utilizing a steel side arch structure, and aims to provide a foundation pit supporting structure utilizing the steel side arch structure, which can reduce the span of a surrounding purlin beam between two adjacent triangular supporting pieces under the condition of not increasing the number of the triangular supporting pieces and the supporting density of supporting beams in a foundation pit, so that the bending deformation of the surrounding purlin beam and the lateral deformation of the foundation pit are reduced. It is including enclosing purlin roof beam, steel limit arch structure, a plurality of supporting beam that are located to enclose the purlin roof beam inboard and a plurality of triangle support piece that set up on enclosing the purlin roof beam, the tip of supporting beam passes through triangle support piece supports on enclosing the purlin roof beam, and the tip of supporting beam supports on a waist of triangle support piece, and steel limit arch structure is located between two adjacent two triangle support piece that distribute, and steel limit arch structure includes two first armpit members and is located two first armpit members between to supporting the roof beam.
Description
Technical Field
The utility model relates to a foundation pit steel supporting structure, in particular to a foundation pit supporting structure utilizing a steel side arch structure.
Background
The existing common foundation pit steel supporting structure comprises a surrounding purlin beam 1, a supporting beam 2 positioned on the inner side of the surrounding purlin beam and a triangular supporting piece 3 arranged on the surrounding purlin beam, wherein the bottom edge of the triangular supporting piece is fixed on the surrounding purlin beam, and the end part of the supporting beam is supported on the surrounding purlin beam through the triangular supporting piece, as shown in fig. 1; the existing foundation pit steel supporting structure utilizes the combination of the supporting beams and the triangular supporting beams to support the enclosing purlin beam, so that the supporting density of the supporting beams in the foundation pit can be reduced, and a larger operation space is provided for foundation pit excavation operation; but so easily increase the span between two adjacent triangle support pieces for enclose the purlin roof beam and take place bending deformation easily, be unfavorable for reducing the lateral deformation of foundation ditch.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a foundation pit supporting structure utilizing a steel side arch structure, which can reduce the span of a surrounding purlin beam between two adjacent triangular supporting pieces under the condition of not increasing the number of the triangular supporting pieces and the supporting density of supporting beams in a foundation pit, thereby reducing the bending deformation of the surrounding purlin beam and the lateral deformation of the foundation pit.
The technical scheme of the utility model is as follows:
a foundation pit supporting structure utilizing a steel edge arch structure comprises an enclosing purlin beam, a plurality of supporting beams positioned on the inner side of the enclosing purlin beam, a plurality of triangular supporting pieces arranged on the enclosing purlin beam, the bottom edges of the triangular supporting pieces are fixed on the enclosing purlin beam, the end parts of the supporting beams are supported on the enclosing purlin beam through the triangular supporting pieces, the end parts of the supporting beams abut against one waist edge of each triangular supporting piece, the foundation pit supporting structure further comprises the steel edge arch structure, the steel edge arch structure is positioned between two adjacent triangular supporting pieces, the steel edge arch structure comprises two first haunched members and a supporting beam positioned between the two first haunched members, one first haunched member is arranged between one waist edge of each triangular supporting piece and the enclosing purlin beam, the other waist edge of each triangular supporting piece is abutted against the end part of one supporting beam, the other first haunched member is arranged between one waist edge of the other triangular supporting piece and the enclosing purlin beam, the other waist edge of the triangular supporting piece is connected with the end part of the other supporting beam in an abutting mode, one side of the first haunched member is connected with the waist edge of the triangular supporting piece through a bolt, the other side of the first haunched member is connected with the surrounding purlin beam through a bolt, one end of the supporting beam supports against the first haunched member, and the other end of the supporting beam supports against the other first haunched member.
According to the steel side arch structure, the first haunch component is arranged between the waist side of the triangular support piece and the surrounding purlin beam, so that the control range of the triangular support piece is enlarged, the span of the surrounding purlin beam between two adjacent triangular support pieces is reduced, and the bending deformation of the surrounding purlin beam and the lateral deformation of a foundation pit are reduced; meanwhile, the support beam is supported between the two first haunched members, so that the control range of the steel side arch structure is further enlarged, and the bending deformation of the surrounding purlin beam and the lateral deformation of the foundation pit are further reduced; therefore, the span of the enclosing purlin beam between two adjacent triangular support pieces can be reduced under the condition that the number of the triangular support pieces and the support density of the support beams in the foundation pit are not increased, so that the bending deformation of the enclosing purlin beam and the lateral deformation of the foundation pit are reduced. Meanwhile, the supporting beams are matched with the enclosing purlin beams, so that the bending rigidity and the bending strength of the steel enclosing purlin can be further improved, and the steel enclosing purlin can resist larger soil pressure.
Preferably, the first haunching component is triangular, one side of one waist edge of the first haunching component is connected with the other waist edge of the triangular supporting component, and one side of the other waist edge of the first haunching component is connected with the surrounding purlin beam. The base of the first haunching component of this scheme and enclose contained angle (this contained angle is the obtuse angle) between the purlin roof beam and the waist limit of triangle support piece among the prior art and enclose contained angle (this contained angle is the obtuse angle) between the purlin roof beam and compare, the base of first haunching component and the contained angle of enclosing between the purlin roof beam are further enlargied, so, through increase outward flange angle, can further reduce this first haunching component and enclose the stress concentration condition between the purlin roof beam, and then improved the local anti yield strength of first haunching component and enclosing purlin roof beam department.
Preferably, the first haunch member is cut off near one bottom corner of the opposite support beam to form a support surface, and the end surface of the opposite support beam abuts against the support surface of the first haunch member. In this way, the stability of the bracing beam support between the two first haunch members is facilitated.
Preferably, the supporting surface is an inclined surface, one side of the supporting surface, which is far away from the enclosing purlin beam, inclines towards the direction of the opposite supporting beam, and the end surface of the opposite supporting beam, which corresponds to the supporting surface, is also an inclined surface. In the foundation pit steel supporting structure, under the action of external soil pressure, the triangular supporting piece is subjected to horizontal shearing force along the direction of the enclosing purlin beam, so that the situation that the triangular supporting piece is displaced along the direction of the enclosing purlin beam can occur in the long-term working process of the foundation pit steel supporting structure; when the displacement takes place along enclosing purlin roof beam direction for triangular support piece appearing, at the in-process that triangular support piece to the both ends of propping the roof beam is close to each other, because the holding surface in this scheme is the inclined plane, and keep away from on the holding surface and enclose one side of purlin roof beam toward propping the slope of roof beam direction, so, external soil pressure transmits the effort to propping on the roof beam through the holding surface of first haunching component, will drive the back pressure to propping the roof beam to the foundation ditch outside to reduce the bending deformation who encloses the purlin roof beam and the lateral deformation of foundation ditch.
Preferably, at least one of the supporting beams comprises two inclined supporting beams which are distributed in a splayed manner, one ends of the two inclined supporting beams, which are close to the purline enclosing beam, are supported on the purline enclosing beam through triangular supporting pieces respectively, the end parts of the inclined supporting beams abut against one waist edge of the triangular supporting pieces, a second haunching component is arranged between the other waist edge of the triangular supporting pieces and the purline enclosing beam, one side of the second haunching component is connected with the other waist edge of the triangular supporting pieces, and the other side of the second haunching component is connected with the purline enclosing beam. So, can through another waist limit at triangular support piece with enclose between the purlin roof beam installation second and add armpit component to increase triangular support piece's management and control scope, reduce the span of enclosing the purlin roof beam between two adjacent triangular support piece, thereby reduce the lateral deformation who encloses the bending deformation of purlin roof beam and foundation ditch.
Preferably, two of the triangular supports corresponding to the two inclined support beams are located between the second haunch members connected to the two triangular supports, and the second haunch members connected to the two triangular supports are connected to each other by a pre-stressed cable that applies a pre-tensioning force between the second haunch members connected to the two triangular supports. In the foundation pit steel supporting structure, under the action of external soil pressure, two triangular supporting pieces corresponding to two inclined supporting beams are subjected to horizontal shearing force along the direction of the enclosing purlin beam, so that the problem that the foundation pit steel supporting structure is deformed laterally due to the fact that the triangular supporting pieces are displaced along the direction of the enclosing purlin beam or the connecting parts between the triangular supporting pieces and the enclosing purlin beam deform in the long-term working process of the foundation pit steel supporting structure is solved; on the other hand, the problem of bending deformation of the enclosing purlin beam between the two triangular supporting pieces corresponding to the two inclined supporting beams is also easy to occur under the action of external soil pressure; in order to solve the problems, the second haunch components connected with the two triangular supporting pieces corresponding to the two inclined supporting beams are connected through a prestressed inhaul cable, and a pre-tensioning force is applied between the second haunch members connected with the two triangular supports by a pre-tensioning cable, so that, the partial horizontal shearing force applied to the two triangular supporting pieces along the direction of the girth purlin beam can be counteracted through the pre-tensioning force acted between the second haunch members connected with the two triangular supporting pieces by the pre-tensioning cables, meanwhile, the horizontal shearing force of the two triangular supporting pieces along the direction of the enclosing purlin beam can be jointly born through the prestressed stay cable and the connecting bolt of the triangular supporting pieces and the enclosing purlin beam, therefore, the problem that the triangular support piece displaces along the direction of the enclosing purlin beam or the connection part between the triangular support piece and the enclosing purlin beam deforms to cause lateral deformation of the foundation pit is effectively solved; more importantly, because the pre-tensioning force between the second haunch members connected with the two triangular support members is acted by the pre-stressed stay cables, the surrounding purlin beam between the two triangular support members can form an anti-arching force towards the outer side of the foundation pit, the bearing capacity of the surrounding purlin beam between the two triangular support members is further improved, and therefore the problem that the surrounding purlin beam is bent and deformed easily under the action of external soil pressure is effectively solved, wherein the surrounding purlin beam between the two triangular support members corresponding to the two inclined support beams.
Preferably, the plurality of prestressed cables are provided, and a part of the prestressed cables is positioned above the two triangular supports corresponding to the two inclined support beams, and the other part of the prestressed cables is positioned below the two triangular supports corresponding to the two inclined support beams.
Preferably, one side of the second haunching member is connected with the waist edge of the triangular support member through a bolt, and the other side of the second haunching member is connected with the surrounding purlin beam through a bolt. So, be convenient for the installation and the dismantlement of second haunch component.
Preferably, the opposite supporting beams are connected with the surrounding purlin beams through bolts.
Preferably, the triangular supports are steel members.
Preferably, the support beam and the first haunch member are both steel members.
The utility model has the beneficial effects that: the span of the enclosing purlin beam between two adjacent triangular support members can be reduced under the condition that the number of the triangular support members and the support density of the support beams in the foundation pit are not increased, so that the bending deformation of the enclosing purlin beam and the lateral deformation of the foundation pit are reduced.
Drawings
Fig. 1 is a schematic partial structural view of a steel support structure of a foundation pit in the prior art.
Fig. 2 is a partial structural schematic view of a foundation pit supporting structure using a steel side arch structure according to a first embodiment of the present invention.
Fig. 3 is a schematic view of a first haunch member according to a first embodiment of the present invention.
Fig. 4 is a partial structural view of a foundation pit supporting structure using a steel side arch structure according to a second embodiment of the present invention.
Fig. 5 is a schematic diagram of a second haunch member according to a second embodiment of the present invention.
In the figure:
enclosing a purlin beam 1;
the support beam 2, the main support beam 2.0, the inclined support beam 2.1 and the steel triangle 2.2;
a triangular support 3;
the steel side arch structure 4, a first haunch component 4.1, a butt-bracing beam 4.2 and a supporting surface 4.3;
a second haunch member 5;
a prestressed stay 6.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions of the embodiments of the present invention are clearly explained and illustrated below with reference to the accompanying drawings, but the following embodiments are only preferred embodiments of the present invention, and not all embodiments. Based on the embodiments in the implementation, other embodiments obtained by those skilled in the art without any creative effort belong to the protection scope of the present invention.
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below by referring to the drawings are exemplary only for explaining the present scheme, and are not construed as limiting the scheme of the present invention.
These and other aspects of embodiments of the utility model will be apparent with reference to the following description and attached drawings. In the description and drawings, particular embodiments of the utility model have been disclosed in detail as being indicative of some of the ways in which the principles of the embodiments of the utility model may be practiced, but it is understood that the scope of the embodiments of the utility model is not limited thereby. On the contrary, the embodiments of the utility model include all changes, modifications and equivalents coming within the spirit and terms of the claims appended hereto.
In the description of the present invention, it is to be understood that the terms "thickness", "upper", "lower", "horizontal", "top", "bottom", "inner", "outer", "circumferential", and the like, indicate orientations and positional relationships based on those shown in the drawings, and are used merely for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., and "several" means one or more unless specifically limited otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be fixedly connected, detachably connected, or integrally formed; may be mechanically coupled, may be electrically coupled or may be in communication with each other; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
The first embodiment is as follows: as shown in fig. 2 and 3, the foundation pit supporting structure using the steel side arch structure comprises a surrounding purlin beam 1, a steel side arch structure 4, a plurality of supporting beams 2 located on the inner side of the surrounding purlin beam, and a plurality of triangular supporting pieces 3 arranged on the surrounding purlin beam. The base of the triangular support member is fixed on the purlin beam, and in the embodiment, the base of the triangular support member is connected to the purlin beam through a bolt. The end parts of the supporting beams are supported on the purlin enclosing beam through triangular supporting pieces, for example, the two end parts of the supporting beams are respectively supported on the purlin enclosing beam through the triangular supporting pieces; or one end of the supporting beam is supported on the purlin enclosing beam through the triangular supporting piece, and the other end of the supporting beam directly abuts against the purlin enclosing beam.
The steel side arch structure 4 is located between two adjacent triangular supports. The steel side arch structure comprises two first haunch members 4.1 and opposite supporting beams 4.2 positioned between the two first haunch members, wherein one first haunch member 4.1 is arranged between one waist side of one triangular support member and the surrounding purlin beam, and the other waist side of the triangular support member is connected with the end part of one supporting beam in an abutting mode; the other first haunch component 4.1 is arranged between one waist edge of the other triangular supporting piece and the surrounding purlin beam, and the other waist edge of the triangular supporting piece is connected with the end part of the other supporting beam in an abutting mode. One side of the first haunching component is connected with the waist edge of the triangular support component, and the other side of the first haunching component is connected with the surrounding purlin beam. One end of the counter-bracing beam 4.2 abuts against one first haunch member and the other end of the counter-bracing beam abuts against the other first haunch member.
In this embodiment, one side of the first haunch member 4.1 is connected to the waist edge of the triangular support member by a bolt, and the other side of the first haunch member is connected to the beam of the surrounding purlin by a bolt. Of course, one side of the first haunching component and the waist edge of the triangular support piece can be connected through welding, and the other side of the first haunching component and the surrounding purlin beam can also be connected through welding.
The first haunch member 4.1 is a steel member. The first haunch component is of an integrated structure, or the first haunch component is composed of two or more than two components, and any two adjacent components are connected into a whole through bolts. The first haunch component is internally provided with a ribbed plate for improving the strength of the component.
The opposite supporting beams 4.2 are connected with the surrounding purlin beams through bolts. Two ends of the opposite supporting beam are respectively connected with the corresponding first haunch adding component through bolts.
The surrounding purlin beam, the supporting beam, the triangular supporting piece, the first haunch component and the opposite supporting beam are all steel components.
In the embodiment, the steel side arch structure is provided with the first haunched member between the waist edge of the triangular support member and the surrounding purlin beam, so that the control range of the triangular support member is enlarged, the span of the surrounding purlin beam between two adjacent triangular support members is reduced, and the bending deformation of the surrounding purlin beam and the lateral deformation of the foundation pit are reduced; meanwhile, the support beam is supported between the two first haunched members, so that the control range of the steel side arch structure is further enlarged, and the bending deformation of the surrounding purlin beam and the lateral deformation of the foundation pit are further reduced; therefore, the span of the enclosing purlin beam between two adjacent triangular support pieces can be reduced under the condition that the number of the triangular support pieces and the support density of the support beams in the foundation pit are not increased, so that the bending deformation of the enclosing purlin beam and the lateral deformation of the foundation pit are reduced. Meanwhile, the supporting beams are matched with the enclosing purlin beams, so that the bending rigidity and the bending strength of the steel enclosing purlin can be further improved, and the steel enclosing purlin can resist larger soil pressure.
Further, as shown in fig. 2 and 3, the first haunching member 4.1 is triangular, one side of one waist edge of the first haunching member is connected with the other waist edge of the triangular support member, and one side of the other waist edge of the first haunching member is connected with the beam of the purlin. The base of first haunching component compares with the contained angle (this contained angle is the obtuse angle) between enclosing the purlin roof beam with another waist of triangle support spare among the prior art and the contained angle (this contained angle is the obtuse angle) between enclosing the purlin roof beam, and in this embodiment, the base of first haunching component is further enlargied with the contained angle between enclosing the purlin roof beam, so, through increasing outward flange angle, can further reduce this first haunching component and enclose the stress concentration condition between the purlin roof beam, and then has improved the local anti yield strength ability of first haunching component with the department of enclosing the purlin roof beam.
Furthermore, as shown in fig. 2 and 3, a supporting surface 4.3 is formed on the first haunch member 4.1 by cutting close to one bottom corner of the opposite supporting beam, and the end surface of the opposite supporting beam is abutted against the supporting surface of the first haunch member. In this way, the stability of the bracing beam support between the two first haunch members is facilitated.
The supporting surface 4.3 is an inclined surface, one side of the supporting surface, which is far away from the enclosing purlin beam, inclines towards the direction of the opposite supporting beam, and the end surface of the opposite supporting beam 4.2, which corresponds to the supporting surface, is also an inclined surface. In the foundation pit steel supporting structure, under the action of external soil pressure, the triangular supporting piece is subjected to horizontal shearing force along the direction of the enclosing purlin beam, so that the situation that the triangular supporting piece is displaced along the direction of the enclosing purlin beam can occur in the long-term working process of the foundation pit steel supporting structure; when the displacement takes place along enclosing purlin roof beam direction for triangular support piece appearing, at the in-process that triangular support piece to the both ends of propping the roof beam is close to each other, because the holding surface in this scheme is the inclined plane, and keep away from on the holding surface and enclose one side of purlin roof beam toward propping the slope of roof beam direction, so, external soil pressure transmits the effort to propping on the roof beam through the holding surface of first haunching component, will drive the back pressure to propping the roof beam to the foundation ditch outside to reduce the bending deformation who encloses the purlin roof beam and the lateral deformation of foundation ditch.
In a second embodiment, the remaining structure of the present embodiment refers to the first embodiment, and the difference therebetween is that:
as shown in fig. 4 and 5, some of the support beams 2 include two splayed inclined support beams 2.1, which are symmetrically arranged in this embodiment. One ends of the two inclined supporting beams, which are close to the purlin enclosing beam, are respectively supported on the purlin enclosing beam through triangular supporting pieces. The end of the inclined supporting beam is abutted to one waist edge of the triangular supporting piece, a second haunch component 5 is arranged between the other waist edge of the triangular supporting piece and the surrounding purlin beam, one side of the second haunch component is connected with the other waist edge of the triangular supporting piece, and the other side of the second haunch component is connected with the surrounding purlin beam.
In this embodiment, one side of the second haunching member 5 is connected with the other waist edge of the triangular support member through a bolt, and the other side of the second haunching member is connected with the surrounding purlin beam through a bolt. Of course, one side of the second haunching member and the other waist edge of the triangular support member can be connected through welding, and the other side of the second haunching member and the surrounding purlin beam can also be connected through welding.
The second haunch member 5 is a steel member. The second haunch component is of an integrated structure, or the second haunch component consists of two or more than two components, and any two adjacent components are connected into a whole through bolts. The second haunch component is internally provided with a ribbed slab for improving the strength of the component.
This embodiment is through another waist limit at triangular supports spare and enclose the second armpit component between the purlin roof beam to increase triangular supports spare's management and control scope reduces the span of enclosing the purlin roof beam between two adjacent triangular supports spare, thereby reduces the lateral deformation who encloses the bending deformation of purlin roof beam and foundation ditch.
Specifically, as shown in fig. 4, the support beam 2 further includes a main support beam 2.0 and steel triangular pieces 2.2 installed at both ends of the main support beam, and bottom edges of the steel triangular pieces are connected to the ends of the main support beam by bolts. Two inclined supporting beams 2.1 which are distributed in a splayed shape are arranged at the two ends of the main supporting beam respectively, one ends, close to the surrounding purlin beams, of the two inclined supporting beams are supported on the surrounding purlin beams through triangular supporting pieces respectively, and one ends, close to the main supporting beam, of the two inclined supporting beams are supported on the waist edges of the steel triangular pieces at the end parts of the main supporting beam.
Further, as shown in fig. 4, two triangular supports 3 corresponding to the two inclined support beams 2.1 are located between the second haunched members 4 connected to the two triangular supports, and the second haunched members connected to the two triangular supports are connected to each other by a pre-stressed cable 6 which applies a pre-tensioning force between the second haunched members connected to the two triangular supports. In the present embodiment, the two triangular supports are the two triangular supports corresponding to the two inclined support beams 2.1. In this embodiment, the prestressed stay cable is a steel wire rope. In the foundation pit steel supporting structure, under the action of external soil pressure, two triangular supporting pieces corresponding to two inclined supporting beams are subjected to horizontal shearing force along the direction of the enclosing purlin beam, so that the problem that the foundation pit steel supporting structure is deformed laterally due to the fact that the triangular supporting pieces are displaced along the direction of the enclosing purlin beam or the connecting parts between the triangular supporting pieces and the enclosing purlin beam deform in the long-term working process of the foundation pit steel supporting structure is solved; on the other hand, the problem of bending deformation of the enclosing purlin beam between the two triangular supporting pieces corresponding to the two inclined supporting beams is also easy to occur under the action of external soil pressure; in order to solve the problems, the second haunch components connected with the two triangular supporting pieces corresponding to the two inclined supporting beams are connected through a prestressed inhaul cable, and a pretension force is applied between the second haunch members connected with the two triangular supports by means of the pretension cables, so that, the partial horizontal shearing force applied to the two triangular supporting pieces along the direction of the girth purlin beam can be counteracted through the pre-tensioning force acted between the second haunch members connected with the two triangular supporting pieces by the pre-tensioning cables, meanwhile, the horizontal shearing force of the two triangular supporting pieces along the direction of the enclosing purlin beam can be jointly born through the prestressed stay cable and the connecting bolt of the triangular supporting pieces and the enclosing purlin beam, therefore, the problem that the triangular support piece displaces along the direction of the enclosing purlin beam or the connection part between the triangular support piece and the enclosing purlin beam deforms to cause lateral deformation of the foundation pit is effectively solved; more importantly, because the pre-tensioning force between the second haunch members connected with the two triangular support members is acted by the pre-stressed stay cables, the surrounding purlin beam between the two triangular support members can form an anti-arching force towards the outer side of the foundation pit, the bearing capacity of the surrounding purlin beam between the two triangular support members is further improved, and therefore the problem that the surrounding purlin beam is bent and deformed easily under the action of external soil pressure is effectively solved, wherein the surrounding purlin beam between the two triangular support members corresponding to the two inclined support beams.
In this embodiment, as shown in fig. 4, the prestressed cables are multiple, wherein a part of the prestressed cables is located above the two triangular supporting members corresponding to the two inclined supporting beams, and the other part of the prestressed cables is located below the two triangular supporting members corresponding to the two inclined supporting beams.
Further, as shown in fig. 5, the second haunching member 5 is triangular, one side of one waist edge of the second haunching member is connected with the other waist edge of the triangular supporting member, and one side of the other waist edge of the second haunching member is connected with the beam of the purlin. The base of the second haunching component of this embodiment is compared with the contained angle (this contained angle is the obtuse angle) between enclosing the purlin roof beam with another waist of triangle support piece among the prior art and the contained angle (this contained angle is the obtuse angle) between enclosing the purlin roof beam, the base of first haunching component and the contained angle between enclosing the purlin roof beam are further enlargied, so, through increase outward flange angle, can further reduce this first haunching component and enclose the stress concentration condition between the purlin roof beam, and then improved the local anti yield strength ability of first haunching component and enclosing purlin roof beam department.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and all simple modifications, alterations and equivalents of the above embodiments according to the technical spirit of the present invention are still within the protection scope of the technical solution of the present invention.
Claims (10)
1. A foundation pit supporting structure utilizing a steel edge arch structure comprises an enclosing purlin beam, a plurality of supporting beams positioned on the inner side of the enclosing purlin beam and a plurality of triangular supporting pieces arranged on the enclosing purlin beam, wherein the bottom edges of the triangular supporting pieces are fixed on the enclosing purlin beam, the end parts of the supporting beams are supported on the enclosing purlin beam through the triangular supporting pieces, and the end parts of the supporting beams abut against one waist edge of each triangular supporting piece; another first haunch component sets up between a waist limit of another triangle support piece and encloses the purlin roof beam, and another waist limit of this triangle support piece links to each other with the tip butt of another supporting beam, one side of first haunch component passes through bolted connection with triangle support piece's waist limit, and the opposite side of first haunch component passes through bolted connection with enclosing the purlin roof beam, support the one end of roof beam and support on a first haunch component, support the other end of roof beam and support on another first haunch component.
2. The foundation pit supporting structure using the steel side arch structure according to claim 1, wherein the first haunch member is triangular, one side of one waist edge of the first haunch member is connected to the waist edge of the triangular supporting member, and one side of the other waist edge of the first haunch member is connected to the surrounding purlin beam.
3. The foundation pit supporting structure using the steel side arch structure according to claim 1, wherein the first haunch member is cut near one bottom corner of the counter beam to form a supporting surface, and the end surface of the counter beam abuts against the supporting surface of the first haunch member.
4. The foundation pit supporting structure using the steel side arch structure as claimed in claim 3, wherein the supporting surface is an inclined surface, and the side of the supporting surface away from the enclosing purlin beam is inclined toward the counter bracing beam, and the end surface of the counter bracing beam corresponding to the supporting surface is also an inclined surface.
5. A foundation pit supporting structure using a steel side arch structure according to claim 1, wherein at least one of the supporting beams comprises two inclined supporting beams arranged in a splayed shape, one ends of the two inclined supporting beams adjacent to the surrounding purlin beam are supported on the surrounding purlin beam through triangular supporting members respectively, the ends of the inclined supporting beams abut against one waist edge of the triangular supporting members, a second haunching member is arranged between the other waist edge of the triangular supporting members and the surrounding purlin beam, one side of the second haunching member is connected with the other waist edge of the triangular supporting members, and the other side of the second haunching member is connected with the surrounding purlin beam.
6. The structure of a foundation pit support using a steel side arch structure according to claim 5, wherein two triangular support members corresponding to the two inclined support beams are located between the second haunched members connected to the two triangular support members, and the second haunched members connected to the two triangular support members are connected by a pre-stress cable which applies a pre-tension force between the second haunched members connected to the two triangular support members.
7. The foundation pit supporting structure using the steel side arch structure according to claim 6, wherein the prestressed reinforcement cables are provided in plural, and a part of the prestressed reinforcement cables is positioned above the two triangular supporting members corresponding to the two inclined support beams, and another part of the prestressed reinforcement cables is positioned below the two triangular supporting members corresponding to the two inclined support beams.
8. The foundation pit supporting structure using the steel side arch structure according to claim 1, wherein the counter-bracing beam and the purlin beam are connected by a bolt.
9. The foundation pit supporting structure using the steel side arch structure according to claim 1, wherein the triangular supports are steel members.
10. The foundation pit supporting structure using the steel side arch structure according to claim 1, wherein the support beam and the first haunch member are steel members.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122022092.1U CN216615858U (en) | 2021-08-25 | 2021-08-25 | Utilize steel limit arch structure's foundation ditch bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122022092.1U CN216615858U (en) | 2021-08-25 | 2021-08-25 | Utilize steel limit arch structure's foundation ditch bearing structure |
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| Publication Number | Publication Date |
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| CN216615858U true CN216615858U (en) | 2022-05-27 |
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| CN202122022092.1U Active CN216615858U (en) | 2021-08-25 | 2021-08-25 | Utilize steel limit arch structure's foundation ditch bearing structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113846645A (en) * | 2021-08-25 | 2021-12-28 | 东通岩土科技股份有限公司 | Foundation pit supporting structure utilizing steel side arch structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113846645A (en) * | 2021-08-25 | 2021-12-28 | 东通岩土科技股份有限公司 | Foundation pit supporting structure utilizing steel side arch structure |
| CN113846645B (en) * | 2021-08-25 | 2022-12-16 | 东通岩土科技股份有限公司 | Foundation pit supporting structure utilizing steel side arch structure |
| US12054903B2 (en) | 2021-08-25 | 2024-08-06 | Dongtong Geotechnical Science and Technology Inc. | Structure for supporting foundation pit based on steel edge-arch structure |
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