CN218713257U - Assembled barricade structure and assembled barricade - Google Patents
Assembled barricade structure and assembled barricade Download PDFInfo
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- CN218713257U CN218713257U CN202221614133.4U CN202221614133U CN218713257U CN 218713257 U CN218713257 U CN 218713257U CN 202221614133 U CN202221614133 U CN 202221614133U CN 218713257 U CN218713257 U CN 218713257U
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Abstract
The utility model relates to a retaining wall, especially assembled barricade structure and assembled barricade, wherein assembled barricade structure, including the barricade skeleton, the barricade skeleton includes a plurality of groups of prefabricated longerons that set up along the direction of height, and every group of prefabricated longerons includes a plurality of prefabricated longerons; a group of prefabricated beams are arranged between two adjacent groups of prefabricated longitudinal beams, each group of prefabricated beams comprises a plurality of prefabricated beams, and each prefabricated beam is transversely overlapped on one prefabricated longitudinal beam positioned below or transversely overlapped on two adjacent prefabricated longitudinal beams simultaneously; the retaining wall framework is internally provided with a gap cavity, and the gap cavity is internally filled with a first filler layer. The application provides an assembled barricade structure can form the assembled barricade structure that can reach the operation requirement, when using, can form the equal monolithic prefabrication of prefabricated longeron and the prefabricated crossbeam of barricade skeleton and take shape, later on-the-spot concatenation installation for whole process construction is simple, very big improvement efficiency.
Description
Technical Field
The utility model relates to a retaining wall, especially an assembled barricade structure and assembled barricade.
Background
At present, retaining walls are used on one side of a plurality of foundation pits or mountain roads to prevent soil body from transversely moving. The traditional gravity type retaining wall needs site construction, has long construction period and large masonry amount, is difficult to green and seriously damages the environment.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a: the assembled retaining wall structure is provided for the problems that the traditional gravity retaining wall in the background art needs site construction, the construction period is long, the masonry amount is large, greening is difficult to carry out, and the environmental damage is serious.
In order to realize the purpose, the utility model discloses a technical scheme be:
an assembled retaining wall structure comprises a retaining wall framework, wherein the retaining wall framework comprises a plurality of groups of prefabricated longitudinal beams arranged along the height direction, and each group of prefabricated longitudinal beams comprises a plurality of prefabricated longitudinal beams arranged in parallel along the horizontal direction; a group of prefabricated beams are arranged between two adjacent groups of prefabricated longitudinal beams, each group of prefabricated beams comprises a plurality of prefabricated beams which are arranged in parallel, and each prefabricated beam is transversely lapped on one prefabricated longitudinal beam positioned below or transversely lapped on two adjacent prefabricated longitudinal beams simultaneously;
all the plurality of groups of prefabricated longitudinal beams and the plurality of groups of prefabricated transverse beams enclose a gap cavity inside the retaining wall framework, and a first filler layer is filled in the gap cavity.
According to the assembly type retaining wall structure, the retaining wall framework comprises a plurality of groups of prefabricated longitudinal beams arranged along the height direction, and each group of prefabricated longitudinal beams comprises a plurality of prefabricated longitudinal beams arranged in parallel along the horizontal direction; be provided with a set of prefabricated crossbeam between two sets of adjacent prefabricated longerons, every group prefabricated crossbeam includes the prefabricated crossbeam of a plurality of mutual parallel arrangement, every the horizontal overlap joint of prefabricated crossbeam is on the prefabricated longeron that is located the below or horizontal overlap joint simultaneously on two adjacent prefabricated longerons, later, encloses at all the prefabricated longerons of a plurality of groups and the prefabricated crossbeam and become the cavity of the inside space of barricade skeleton is filled with first packing layer to form the assembled barricade structure that can reach the operation requirement, when using, restrict its mutual horizontal relative slip through frictional force between prefabricated longeron and the prefabricated crossbeam, and the equal monolithic prefabrication shaping of prefabricated longeron and the prefabricated crossbeam that form the barricade skeleton, later at the scene concatenation installation again for whole process construction is simple, very big improvement efficiency.
In addition, when an assembled retaining wall structure keeps off soil, the soil that is kept off also can advance to get into the space cavity from the gap between the upper and lower adjacent prefabricated longeron in addition, make this application an assembled retaining wall structure and the soil body that is kept off form integratively to reach better retaining effect.
Preferably, the first filler layer is a sandbag.
Preferably, the end of the prefabricated transverse beam is transversely overlapped with the adjacent end of the prefabricated transverse beam below through the prefabricated longitudinal beam.
Preferably, the supporting heights of the prefabricated transverse beams in the same group are the same.
The assembled retaining wall structure can be better generalized and modularized.
The support height of the prefabricated beam is specifically the height difference between a contact surface between the prefabricated beam and the upper prefabricated longitudinal beam and a contact surface between the prefabricated beam and the lower corresponding prefabricated longitudinal beam.
Preferably, a limiting groove which is matched with the corresponding prefabricated longitudinal beam in a transverse limiting mode is formed in the prefabricated transverse beam and is used for limiting the prefabricated transverse beam and the corresponding prefabricated longitudinal beam to move transversely relative to each other.
Can restrict better through the spacing groove prefabricated crossbeam is with corresponding prefabricated longeron along horizontal relative movement to make this application assembled retaining wall structure soil retaining effect better.
Preferably, the top and the bottom of the prefabricated beam are both provided with the limiting grooves.
The application also discloses an assembled barricade, include the foundation platform like this application assembled barricade structure, assembled barricade structure is located on the foundation platform, assembled barricade structure top is provided with the second soil filling layer.
Preferably, a drain pipe is arranged on the base platform in a penetrating mode.
To sum up, owing to adopted above-mentioned technical scheme, the beneficial effects of the utility model are that:
1. according to the assembly type retaining wall structure, the retaining wall framework comprises a plurality of groups of prefabricated longitudinal beams arranged along the height direction, and each group of prefabricated longitudinal beams comprises a plurality of prefabricated longitudinal beams arranged in parallel along the horizontal direction; be provided with a set of prefabricated crossbeam between two sets of adjacent prefabricated longerons, every group prefabricated crossbeam includes the prefabricated crossbeam of a plurality of mutual parallel arrangement, every the horizontal overlap joint of prefabricated crossbeam is on the prefabricated longeron that is located the below or horizontal overlap joint simultaneously on two adjacent prefabricated longerons, later, encloses at all the prefabricated longerons of a plurality of groups and the prefabricated crossbeam and become the cavity of the inside space of barricade skeleton is filled with first packing layer to form the assembled barricade structure that can reach the operation requirement, when using, restrict its mutual horizontal relative slip through frictional force between prefabricated longeron and the prefabricated crossbeam, and the equal monolithic prefabrication shaping of prefabricated longeron and the prefabricated crossbeam that form the barricade skeleton, later at the scene concatenation installation again for whole process construction is simple, very big improvement efficiency.
2. This application an assembled retaining wall structure, when retaining soil, other soil also can advance and get into the space cavity from the gap between the adjacent prefabricated longeron from top to bottom, make this application an assembled retaining wall structure and the soil body that is kept off form integratively to reach better retaining effect.
Drawings
Fig. 1 is a schematic perspective view of the structure of the assembled retaining wall structure of the present invention.
Fig. 2 is a schematic diagram of a right side view of the structure of the fabricated retaining wall structure of the present invention.
Fig. 3 is a schematic structural front view of the first prefabricated beam of the present invention.
Fig. 4 is a schematic structural front view of a second prefabricated cross beam according to the present invention.
Fig. 5 is a schematic structural front view of a third prefabricated cross beam according to the present invention.
Fig. 6 is a schematic structural front view of a fourth prefabricated beam according to the present invention.
Fig. 7 is a schematic diagram of the right side view of the structure of the assembled retaining wall of the present invention.
Icon: 1-prefabricated longitudinal beam, 2-first packing layer, 3-third prefabricated beam, 4-first prefabricated beam, 5-second prefabricated beam, 6-fourth prefabricated beam, 7-limiting groove, 9-foundation platform, 10-second filling layer, 11-drainage pipe and 14-prefabricated beam.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings.
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention will be further described in detail with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the invention.
Example 1
As shown in fig. 7, the fabricated retaining wall structure of the present embodiment includes a retaining wall framework, where the retaining wall framework includes a plurality of groups of prefabricated longitudinal beams 1 arranged along a height direction, and each group of prefabricated longitudinal beams 1 includes a plurality of prefabricated longitudinal beams 1 arranged in parallel along a horizontal direction; a group of prefabricated beams 14 is arranged between two adjacent groups of prefabricated longitudinal beams 1, each group of prefabricated beams 14 comprises a plurality of prefabricated beams 14 which are arranged in parallel, and each prefabricated beam 14 is transversely lapped on one prefabricated longitudinal beam 1 positioned below or transversely lapped on two adjacent prefabricated longitudinal beams 1 at the same time;
all the groups of prefabricated longitudinal beams 1 and the groups of prefabricated transverse beams 14 enclose a gap cavity inside the retaining wall framework, and a first filler layer 2 is filled in the gap cavity.
In particular, the first filler layer 2 is a sandbag.
Specifically, the end of the precast transverse beam 14 is transversely overlapped to the end of the precast transverse beam 14 located below through the precast longitudinal beam 1.
The supporting heights of the prefabricated cross beams 14 in the same group are the same, so that the prefabricated retaining wall structure can be more generalized and modularized.
The supporting height of the precast transverse beam 14 is specifically the height difference between the contact surface between the precast transverse beam 14 and the upper precast longitudinal beam 1 and the contact surface between the precast transverse beam 14 and the lower corresponding precast longitudinal beam 1.
The prefabricated beam 14 is provided with a limiting groove 7 which is matched with the corresponding prefabricated longitudinal beam 1 in a transverse limiting mode, and the limiting groove 7 is used for limiting the prefabricated beam 14 and the corresponding prefabricated longitudinal beam 1 to move transversely relative to each other.
Can restrict better through spacing groove 7 prefabricated crossbeam 14 and corresponding prefabricated longeron 1 along horizontal relative movement to make this application assembled retaining wall structure earth effect better.
Preferably, the top and the bottom of the precast cross beam 14 are provided with the limiting grooves 7.
According to the assembly type retaining wall structure, the retaining wall framework comprises a plurality of groups of prefabricated longitudinal beams 1 arranged along the height direction, and each group of prefabricated longitudinal beams 1 comprises a plurality of prefabricated longitudinal beams 1 arranged in parallel along the horizontal direction; be provided with a set of prefabricated crossbeam 14 between two sets of adjacent prefabricated longerons 1, every group prefabricated crossbeam 14 includes the prefabricated crossbeam 14 of the mutual parallel arrangement of a plurality of, every prefabricated crossbeam 14 transversely overlap joint on the prefabricated longeron 1 that is located the below or transversely overlap joint simultaneously on two adjacent prefabricated longerons 1, later, enclose into at all a plurality of groups prefabricated longerons 1 and a plurality of group prefabricated crossbeam 14 the inside clearance cavity of barricade skeleton is filled with first packing layer 2 to form the assembled barricade structure that can reach the operation requirement, when using, restrict its mutual horizontal relative slip through frictional force between prefabricated longeron 1 and the prefabricated crossbeam 14, and the prefabricated longeron 1 and the prefabricated crossbeam 14 that form the barricade skeleton all can be prefabricated the shaping by one piece, later on-the-spot concatenation installation again, make the whole process construction simple, very big improvement efficiency.
In addition, when an assembled retaining wall structure keeps off soil, the soil that is kept off also can enter the gap entering space cavity between the adjacent prefabricated longeron 1 from top to bottom, make this application an assembled retaining wall structure and the soil body that is kept off form integratively, thereby reach better retaining effect.
Example 2
As shown in fig. 1 to 6, the difference between the assembled retaining wall structure of the present embodiment and embodiment 1 is: take a specific case as an example: it includes the barricade skeleton, and prefabricated crossbeam 14 divides four kinds according to the difference of horizontal length and position: the prefabricated beam structure comprises a first prefabricated beam 4, a second prefabricated beam 5, a third prefabricated beam 3 and a fourth prefabricated beam 6, wherein the first prefabricated beam 4 and the second prefabricated beam 5 are alternately overlapped in the vertical direction, one end of the first prefabricated beam 4 close to the second prefabricated beam 5 and one end of the second prefabricated beam 5 close to the first prefabricated beam 4 are mutually supported through a prefabricated longitudinal beam 1,
in the height direction, the end parts, far away from the second prefabricated cross beam 5, of the adjacent first prefabricated cross beams 4 are mutually supported and matched with prefabricated longitudinal beams 1, and the end parts, far away from the first prefabricated cross beam 4, of the adjacent second prefabricated cross beams 5 are also mutually supported and matched with prefabricated longitudinal beams 1;
the space intussuseption of barricade skeleton is filled with first packing layer 2, at least a part first packing layer 2 is the sand bag.
At least two corresponding first prefabricated cross beams 4 or second prefabricated cross beams 5 are supported on the same prefabricated longitudinal beam 1 at intervals along the length direction of the prefabricated longitudinal beam.
In the height direction, two prefabricated longitudinal beams 1 are supported and matched with the end parts, far away from the second prefabricated transverse beam 5, of the adjacent first prefabricated transverse beams 4, the two prefabricated longitudinal beams 1 are arranged at intervals in the height direction, and a third prefabricated transverse beam 3 is supported between the adjacent prefabricated longitudinal beams 1.
The supporting height of the third prefabricated beam 3 is the same as that of the second prefabricated beam 5, so that the adjacent first prefabricated beams 4 can be arranged in parallel, and the assembled retaining wall structure can be better generalized and modularized.
The supporting height of the third precast cross beam 3 is specifically the height difference between the contact surface between the third precast cross beam 3 and the corresponding precast longitudinal beam 1 at the upper part and the contact surface between the third precast cross beam 3 and the corresponding precast longitudinal beam 1 at the lower part.
The supporting height of the second precast cross beam 5 is specifically the height difference between the contact surface between the second precast cross beam 5 and the upper corresponding precast longitudinal beam 1 and the contact surface between the second precast cross beam 5 and the lower corresponding precast longitudinal beam 1.
In the height direction, two prefabricated longitudinal beams 1 are supported and matched with the end parts, far away from the first prefabricated transverse beam 4, of the adjacent second prefabricated transverse beams 5, the two prefabricated longitudinal beams 1 are arranged at intervals in the height direction, and a fourth prefabricated transverse beam 6 is supported between the adjacent prefabricated longitudinal beams 1.
The supporting height of the fourth prefabricated beam 6 is the same as that of the first prefabricated beam 4, so that the adjacent second prefabricated beams 5 can be arranged in parallel, and the assembled retaining wall structure can be better generalized and modularized.
The supporting height of the first precast transverse beam 4 is specifically the height difference between the contact surface between the first precast transverse beam 4 and the upper corresponding precast longitudinal beam 1 and the contact surface between the first precast transverse beam 4 and the lower corresponding precast longitudinal beam 1.
The supporting height of the fourth precast cross beam 6 is specifically the height difference between the contact surface between the fourth precast cross beam 6 and the upper corresponding precast longitudinal beam 1 and the contact surface between the fourth precast cross beam 6 and the lower corresponding precast longitudinal beam 1.
A more preferred solution: be provided with on first precast beam 4 and correspond 1 spacing complex spacing groove 7 of precast longeron, spacing groove 7 is used for the restriction first precast beam 4 with correspond 1 along lateral relative movement of precast longeron, can restrict better through spacing groove 7 first precast beam 4 and correspond 1 along lateral relative movement of precast longeron, thereby make this application assembled barricade structure earth retaining effect better, the top and the bottom of first precast beam 4 all are provided with spacing groove 7, the bearing height of first precast beam 4 specifically is the difference in height between 7 tank bottoms of first precast beam 4 top spacing groove 7 tank bottoms and the 7 tank bottoms of first precast beam 4 bottom spacing groove.
Be provided with on the prefabricated crossbeam 5 of second and correspond the spacing complex spacing groove 7 of prefabricated longeron 1, spacing groove 7 is used for the restriction the prefabricated crossbeam 5 of second and correspond prefabricated longeron 1 along lateral relative movement, can restrict better through spacing groove 7 the prefabricated crossbeam 5 of second and correspond prefabricated longeron 1 along lateral relative movement, thereby make this application assembled barricade structure earth-retaining effect better. The top and the bottom of the second precast beam 5 are both provided with a limiting groove 7, and the supporting height of the second precast beam 5 is specifically the height difference between the bottom of the limiting groove 7 at the top of the second precast beam 5 and the bottom of the limiting groove 7 at the bottom of the second precast beam 5.
Be provided with on the prefabricated crossbeam of third 3 and correspond the spacing complex spacing groove 7 of prefabricated longeron 1, spacing groove 7 is used for the restriction the prefabricated crossbeam of third 3 with correspond prefabricated longeron 1 along lateral relative movement, can restrict better through spacing groove 7 the prefabricated crossbeam of third 3 with correspond prefabricated longeron 1 along lateral relative movement, thereby make this application assembled barricade structure earth-retaining effect better. Limiting grooves 7 are formed in the top and the bottom of the third prefabricated beam 3, and the supporting height of the third prefabricated beam 3 is specifically the height difference between the bottom of the limiting groove 7 in the top of the third prefabricated beam 3 and the bottom of the limiting groove 7 in the bottom of the third prefabricated beam 3.
Be provided with on the prefabricated crossbeam of fourth 6 and correspond the spacing complex spacing groove 7 of prefabricated longeron 1, spacing groove 7 is used for the restriction the prefabricated crossbeam of fourth 6 with correspond prefabricated longeron 1 along lateral relative movement, can restrict better through spacing groove 7 the prefabricated crossbeam of fourth 6 with correspond prefabricated longeron 1 along lateral relative movement, thereby make this application assembled barricade structure earth-retaining effect better. The top and the bottom of the fourth precast beam 6 are both provided with a limiting groove 7, and the supporting height of the fourth precast beam 6 is specifically the height difference between the bottom of the limiting groove 7 at the top of the fourth precast beam 6 and the bottom of the limiting groove 7 at the bottom of the fourth precast beam 6.
The beneficial effects of this embodiment: the utility model provides an assembled barricade structure, first prefabricated crossbeam 4 is close to the one end of second prefabricated crossbeam 5 with second prefabricated crossbeam 5 is close to prefabricated crossbeam 4's one end is passed through prefabricated longeron 1 and is supported each other, and in the direction of height, and is adjacent first prefabricated crossbeam 4 is kept away from the tip of second prefabricated crossbeam 5 supports each other and cooperates and have prefabricated longeron 1, and is adjacent second prefabricated crossbeam 5 is kept away from the tip of first prefabricated crossbeam 4 also supports each other and cooperates and have prefabricated longeron 1, finally forms the barricade skeleton, later the space intussuseption of barricade skeleton is filled with first packing layer 2 to form the assembled barricade structure that can reach the operation requirement, when using, restrict its mutual horizontal relative slip through frictional force between first prefabricated crossbeam 4 or second prefabricated crossbeam 5 and the prefabricated longeron 1, and the first prefabricated crossbeam 4, second prefabricated crossbeam 5 and the prefabricated longeron 1 that form the barricade skeleton can all be prefabricated the monolithic prefabricating shaping again, later, and the field erection is made to whole construction process simple, very big improvement efficiency.
Example 3
As shown in fig. 1 to 7, the fabricated retaining wall of the present embodiment includes a foundation bed 9 and the fabricated retaining wall structure according to embodiment 1 or 2, the fabricated retaining wall structure is located on the foundation bed 9, a second soil filling layer 10 is disposed on the top of the fabricated retaining wall structure, and a drain pipe 11 is disposed on the foundation bed 9 in a penetrating manner.
The beneficial effects of this embodiment: an assembly type retaining wall, wherein an assembly type retaining wall structure is positioned on a foundation platform 9, a second soil filling layer 10 is arranged at the top of the assembly type retaining wall structure, a drain pipe 11 is arranged on the foundation platform 9 in a penetrating way and used for draining water,
the beneficial effects of this embodiment: an assembly type retaining wall comprises a retaining wall framework and a retaining wall frame, wherein the retaining wall framework comprises a plurality of groups of prefabricated longitudinal beams 1 arranged along the height direction, and each group of prefabricated longitudinal beams 1 comprises a plurality of prefabricated longitudinal beams 1 arranged in parallel along the horizontal direction; be provided with a set of prefabricated crossbeam 14 between two sets of adjacent prefabricated longerons 1, every group prefabricated crossbeam 14 includes the prefabricated crossbeam 14 of the mutual parallel arrangement of a plurality of, every prefabricated crossbeam 14 transversely overlap joint on the prefabricated longeron 1 that is located the below or transversely overlap joint simultaneously on two adjacent prefabricated longerons 1, later, enclose into at all a plurality of groups prefabricated longerons 1 and a plurality of group prefabricated crossbeam 14 the inside clearance cavity of barricade skeleton is filled with first packing layer 2 to form the assembled barricade structure that can reach the operation requirement, when using, restrict its mutual horizontal relative slip through frictional force between prefabricated longeron 1 and the prefabricated crossbeam 14, and the prefabricated longeron 1 and the prefabricated crossbeam 14 that form the barricade skeleton all can be prefabricated the shaping by one piece, later on-the-spot concatenation installation again, make the whole process construction simple, very big improvement efficiency.
In addition, this application an assembled barricade when retaining soil, the gap entering space cavity between adjacent prefabricated longeron 1 about also can advance to other soil for this application an assembled barricade structure and the soil body that is kept off form integratively, thereby reach better retaining soil effect.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (8)
1. The assembly type retaining wall structure is characterized by comprising a retaining wall framework, wherein the retaining wall framework comprises a plurality of groups of prefabricated longitudinal beams (1) arranged along the height direction, and each group of prefabricated longitudinal beams (1) comprises a plurality of prefabricated longitudinal beams (1) arranged in parallel along the horizontal direction; a group of prefabricated beams (14) are arranged between two adjacent groups of prefabricated longitudinal beams (1), each group of prefabricated beams (14) comprises a plurality of prefabricated beams (14) which are arranged in parallel, and each prefabricated beam (14) is transversely overlapped on one prefabricated longitudinal beam (1) positioned below or transversely overlapped on two adjacent prefabricated longitudinal beams (1) simultaneously;
all the groups of prefabricated longitudinal beams (1) and the groups of prefabricated transverse beams (14) enclose a gap cavity inside the retaining wall framework, and a first filler layer (2) is filled in the gap cavity;
the prefabricated beam (14) is divided into four types: respectively a first prefabricated cross beam (4), a second prefabricated cross beam (5), a third prefabricated cross beam (3) and a fourth prefabricated cross beam (6), wherein the first prefabricated cross beam (4) and the second prefabricated cross beam (5) are alternately overlapped along the vertical direction, one end of the first prefabricated cross beam (4) close to the second prefabricated cross beam (5) and one end of the second prefabricated cross beam (5) close to the first prefabricated cross beam (4) are mutually supported through prefabricated longitudinal beams (1),
in the height direction, two prefabricated longitudinal beams (1) are mutually supported and matched at the end parts, far away from the second prefabricated transverse beam (5), of the adjacent first prefabricated transverse beams (4), the two prefabricated longitudinal beams (1) are arranged at intervals in the height direction, and a third prefabricated transverse beam (3) is supported between the adjacent prefabricated longitudinal beams (1);
in the height direction, two prefabricated longitudinal beams (1) are supported and matched at the end parts, far away from the first prefabricated transverse beam (4), of the adjacent second prefabricated transverse beams (5), the two prefabricated longitudinal beams (1) are arranged at intervals in the height direction, and fourth prefabricated transverse beams (6) are supported between the adjacent prefabricated longitudinal beams (1).
2. The fabricated retaining wall structure of claim 1, wherein the first filler layer (2) is a sandbag.
3. The structure of claim 1, wherein the ends of the precast transverse beams (14) are laterally overlapped at the adjacent ends of the precast transverse beams (14) located therebelow by the precast longitudinal beams (1).
4. The structure of claim 3, wherein the supporting heights of the prefabricated beams (14) in the same group are the same.
5. The fabricated retaining wall structure according to claim 1, wherein the prefabricated cross beam (14) is provided with a limiting groove (7) which is matched with the corresponding prefabricated longitudinal beam (1) in a transverse limiting way, and the limiting groove (7) is used for limiting the relative movement of the prefabricated cross beam (14) and the corresponding prefabricated longitudinal beam (1) in the transverse direction.
6. The structure, according to claim 5, wherein the retaining grooves (7) are formed at the top and bottom of the precast cross beam (14).
7. An assembled retaining wall, characterized in that it comprises a foundation bed (9) and an assembled retaining wall structure according to any one of claims 1 to 6, said assembled retaining wall structure being located on said foundation bed (9), said assembled retaining wall structure being provided with a second filling layer (10) on top.
8. The retaining wall of claim 7, wherein the foundation (9) is provided with a drain pipe (11) extending therethrough.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202221614133.4U CN218713257U (en) | 2022-06-24 | 2022-06-24 | Assembled barricade structure and assembled barricade |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202221614133.4U CN218713257U (en) | 2022-06-24 | 2022-06-24 | Assembled barricade structure and assembled barricade |
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| CN218713257U true CN218713257U (en) | 2023-03-24 |
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| CN202221614133.4U Active CN218713257U (en) | 2022-06-24 | 2022-06-24 | Assembled barricade structure and assembled barricade |
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