L-shaped reinforcement cage and L-shaped wall

Abstract

The utility model discloses an L-shaped reinforcement cage and an L-shaped wall, and relates to the technical field of building construction, the L-shaped reinforcement cage comprises a main reinforcement cage, an auxiliary reinforcement cage and an anchoring assembly; wherein the main reinforcement cage is vertically arranged and extends in the transverse direction, a bent section is formed at one end, in the transverse direction, of the main reinforcement cage, and an anchoring cavity is formed in the bent section; one end of the auxiliary reinforcement cage is connected to the bent section; the anchoring assembly comprises a plurality of anchoring rods, part of the anchoring rods are installed on the auxiliary reinforcement cage, the anchoring rods installed on the auxiliary reinforcement cage extend in the longitudinal direction and stretch into the anchoring cavity, the other anchoring rods are installed on the main reinforcement cage, and the anchoring rods installed on the main reinforcement cage extend in the transverse direction and stretch into the anchoring cavity. And one end, extending into the anchoring cavity, of each anchoring rod is connected with an anchoring structure. The construction process for enhancing the reliability of the structure of the L-shaped wall body at the connecting joint between the auxiliary reinforcement cage and the main reinforcement cage is simple and convenient, the construction efficiency is high, and manpower is saved.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to an L-shaped steel bar cage and an L-shaped wall. Background Art

[0002] In current construction, an L-shaped steel cage needs to be set inside the L-shaped wall as the skeleton of the L-shaped wall. The L-shaped steel cage consists of a main steel cage and a secondary steel cage connected to the side of the main steel cage. Since the connection node between the secondary steel cage and the main steel cage is usually weak, a reinforcement structure needs to be set between the secondary steel cage and the main steel cage to strengthen the connection node between the secondary steel cage and the main steel cage, so as to ensure the structural reliability of the L-shaped wall at the connection node between the secondary steel cage and the main steel cage.

[0003] At present, the connection node between the secondary reinforcement cage and the main reinforcement cage is usually strengthened by installing anchor bars on the secondary reinforcement cage, and then using personnel to tie and connect the anchor bars to the main reinforcement cage to complete the strengthening of the connection node between the secondary reinforcement cage and the main reinforcement cage. Due to the large number of anchor bars, personnel are used to tie and connect the anchor bars to the main reinforcement cage one by one to strengthen the connection node between the secondary reinforcement cage and the main reinforcement cage, so as to ensure the structural reliability of the L-shaped wall at the connection node between the secondary reinforcement cage and the main reinforcement cage. However, this strengthening method requires a large number of personnel for construction, consumes a lot of manpower, and the construction process is relatively cumbersome, and the construction efficiency is low. Utility Model Content

[0004] The main purpose of the utility model is to propose an L-shaped steel cage and an L-shaped wall, aiming to solve the technical problems in the prior art that the connection nodes between the auxiliary steel cage and the main steel cage need to be reinforced in a manner that requires a large number of personnel for construction, consumes a lot of manpower, and the construction process is relatively cumbersome, resulting in low construction efficiency.

[0005] In order to achieve the above-mentioned purpose, the utility model proposes an L-shaped steel cage, comprising:

[0006] A main steel cage, wherein the main steel cage is arranged vertically and extends in a transverse direction, a bending section is formed at one end of the main steel cage in a transverse direction, the bending section is extended in a longitudinal direction, and an anchoring cavity is formed in the bending section;

[0007] A secondary steel cage, wherein the secondary steel cage is vertically arranged and extends longitudinally, and one end of the secondary steel cage is connected to the bending section so that the main steel cage and the secondary steel cage are connected to form an L-shaped structure;

[0008] An anchor assembly, the anchor assembly includes multiple anchor rods, some of the anchor rods are installed on the auxiliary steel cage, the anchor rods installed on the auxiliary steel cage extend longitudinally and extend into the anchor cavity, the remaining anchor rods are installed on the main steel cage, the anchor rods installed on the main steel cage extend transversely and extend into the anchor cavity, and one end of each anchor rod extending into the anchor cavity is connected to an anchor structure.

[0009] Optionally, the anchor rod includes an anchoring section and a connecting section extending in the longitudinal direction, the connecting section is installed on the secondary steel cage, the anchoring section extends into the anchoring cavity, the two ends of the anchoring section in the longitudinal direction are a disassembly end and an anchoring end, respectively, the disassembly end is detachably connected to the connecting section, and the anchoring structure is installed on the anchoring end.

[0010] Optionally, one end of the connecting section close to the anchoring cavity is a mounting end, the disassembly end is connected to a connecting piece, and the disassembly end is detachably connected to the mounting end via the connecting piece.

[0011] Optionally, the anchoring structure is an anchoring block, a docking point is formed in the middle of the anchoring block, the docking point is connected to one end of the anchoring rod extending into the anchoring cavity, and the edge of the anchoring block extends radially away from the docking point along the anchoring rod.

[0012] Optionally, the anchor block is a flat round block, the docking point is the center of the anchor block, the anchor rod is a round rod, and the diameter of the anchor block is greater than the diameter of the anchor rod.

[0013] Optionally, the anchor rod installed on the main steel cage is a first anchor rod, and the main steel cage includes a first main steel mesh and a second main steel mesh arranged at intervals along the longitudinal direction, the first main steel mesh and the second main steel mesh are both arranged vertically, and the first main steel mesh and the second main steel mesh are both extended along the transverse direction, the first main steel mesh is bent at one end along the transverse direction to form the bent section, and multiple first anchor rods are installed on the second main steel mesh, and the anchoring structure of each first anchor rod is arranged close to the bent section.

[0014] Optionally, the anchor rod installed on the auxiliary steel cage is a second anchor rod, and the auxiliary steel cage includes a first auxiliary steel mesh and a second auxiliary steel mesh arranged at intervals along the lateral direction, the first auxiliary steel mesh and the second auxiliary steel mesh are both arranged vertically, and the first auxiliary steel mesh and the second auxiliary steel mesh are both extended along the longitudinal direction, one end of the first auxiliary steel mesh along the longitudinal direction is connected to the bending section, and multiple second anchor rods are installed on the second auxiliary steel mesh, and the anchoring structure of each second anchor rod is arranged close to the first main steel mesh.

[0015] Optionally, the second secondary steel mesh is further connected to a plurality of bent steel bars, each of which extends into the anchor cavity and is arranged close to the first main steel mesh.

[0016] Optionally, a reinforcing assembly is provided in the anchoring cavity, and the reinforcing assembly includes a plurality of reinforcing ribs arranged at intervals in the horizontal direction, and each of the reinforcing ribs is extended in the vertical direction.

[0017] In a second aspect, the utility model further provides an L-shaped wall, wherein the L-shaped wall is applied with the above-mentioned L-shaped steel cage.

[0018] The technical solution of the utility model is to provide a main steel cage and a secondary steel cage, wherein the main steel cage is extended in the transverse direction, and the secondary steel cage is extended in the longitudinal direction. One end of the main steel cage is bent in the longitudinal direction to form a bending section extending in the longitudinal direction, and an anchoring cavity is formed in the bending section. The secondary steel cage is arranged on one side of the main steel cage, and one end of the steel cage is connected to the bending section to form an L-shaped structure. The connection between the bending section of the main steel cage and the secondary steel cage forms a connection node between the secondary steel cage and the main steel cage. A plurality of anchor rods are installed on the secondary steel cage, wherein the anchor rods installed on the secondary steel cage are extended in the longitudinal direction, and the anchor rods installed on the secondary steel cage have an anchoring end at the left end extending into the anchoring cavity; a plurality of anchor rods are installed on the main steel cage, wherein the anchor rods installed on the main steel cage are extended in the transverse direction, and the front end of the anchor rods installed on the secondary steel cage is an anchoring end extending into the anchoring cavity, and an anchoring structure is formed at the anchoring end of the anchor rod. After the formwork is closed on the periphery of the L-shaped steel cage and concrete is poured into the formwork to form an L-shaped wall, after the L-shaped wall is formed, the anchoring structure of the anchor rod installed on the secondary steel cage is buried in the concrete poured in the anchoring cavity of the main steel cage. Therefore, the wall where the main steel cage is located and the wall where the secondary steel cage is located can be more firmly connected through the anchor rod and the anchoring structure, thereby enhancing the structural reliability of the L-shaped wall at the connection node between the secondary steel cage and the main steel cage, and the anchoring structure of the anchor rod installed on the main steel cage is buried in the concrete poured in the anchoring cavity of the main steel cage, further enhancing the structural reliability of the L-shaped wall at the connection node between the secondary steel cage and the main steel cage. The utility model only needs to install the anchor rod on the auxiliary steel cage and extend the anchor rod into the anchor cavity. There is no need to employ a large number of personnel to install the anchor steel bars on the auxiliary steel cage and tie the anchor steel bars to the main steel cage, so as to strengthen the structural reliability of the L-shaped wall at the connection node between the auxiliary steel cage and the main steel cage. The construction process is simple and convenient, the construction efficiency is high, and manpower is saved. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on the structures shown in these drawings without paying creative work.

[0020] Figure 1 A schematic top view of an L-shaped steel cage according to an embodiment of the present invention;

[0021] Figure 2 for Figure 1 AA section diagram of the medium L-shaped steel cage;

[0022] Figure 3 for Figure 1 BB section diagram of the middle L-shaped steel cage;

[0023] Figure 4 It is a schematic structural diagram of an anchor rod in an L-shaped steel cage according to an embodiment of the utility model.

[0024] Description of Figure Numbers:

[0025] 100. L-shaped steel cage; 10. main steel cage; 11. bending section; 111. anchoring cavity; 12. first main steel mesh; 13. second main steel mesh; 20. auxiliary steel cage; 21. first auxiliary steel mesh; 22. second auxiliary steel mesh; 30. L-shaped structure; 40. anchoring assembly; 41. anchoring rod; 411. anchoring section; 412. connecting section; 413. first anchoring rod; 414. second anchoring rod; 42. anchoring structure; 50. bent steel bars; 60. reinforcing assembly; 61. reinforcing ribs; 70. connecting piece.

[0026] The purpose, features and advantages of the present invention will be further described in conjunction with the embodiments and with reference to the accompanying drawings. DETAILED DESCRIPTION

[0027] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0028] It should be noted that if the embodiments of the present invention involve directional indications (such as up, down, left, right, front, back...), the directional indications are only used to explain the relative position relationship, movement status, etc. between the components in a certain specific posture. If the specific posture changes, the directional indications will also change accordingly.

[0029] In addition, if there are descriptions involving "first", "second", etc. in the embodiments of the utility model, the descriptions of "first", "second", etc. are only used for descriptive purposes and cannot be understood as indicating or implying their relative importance or implicitly indicating the number of technical features indicated. Therefore, the features limited to "first" and "second" may explicitly or implicitly include at least one of the features. In addition, if "and / or" or "and / or" appears in the full text, its meaning includes three parallel solutions. Taking "A and / or B" as an example, it includes solution A, solution B, or solutions that satisfy both A and B. In addition, the technical solutions between the various embodiments can be combined with each other, but it must be based on the ability of ordinary technicians in this field to implement. When the combination of technical solutions is contradictory or cannot be implemented, it should be deemed that such combination of technical solutions does not exist and is not within the scope of protection required by the utility model.

[0030] In current construction, an L-shaped steel cage needs to be set inside the L-shaped wall as the skeleton of the L-shaped wall. The L-shaped steel cage consists of a main steel cage and a secondary steel cage connected to the side of the main steel cage. Since the connection node between the secondary steel cage and the main steel cage is usually weak, a reinforcement structure needs to be set between the secondary steel cage and the main steel cage to strengthen the connection node between the secondary steel cage and the main steel cage, so as to ensure the structural reliability of the L-shaped wall at the connection node between the secondary steel cage and the main steel cage.

[0031] At present, the connection node between the secondary steel cage and the main steel cage is usually strengthened by installing anchoring steel bars on the secondary steel cage, and then using personnel to tie and connect the anchoring steel bars to the main steel cage to complete the strengthening of the connection node between the secondary steel cage and the main steel cage. Due to the large number of anchoring steel bars, personnel are used to tie and connect the anchoring steel bars to the main steel cage one by one to strengthen the connection node between the secondary steel cage and the main steel cage, so as to ensure the structural reliability of the L-shaped wall at the connection node between the secondary steel cage and the main steel cage. However, this strengthening method requires a large number of personnel for construction, consumes a lot of manpower, and the construction process is relatively cumbersome and the construction efficiency is low. Therefore, it is urgent to propose an L-shaped steel cage and an L-shaped wall to solve the above problems.

[0032] The utility model provides an L-shaped steel bar cage and an L-shaped wall.

[0033] See also Figures 1 to 3In one embodiment of the utility model, the L-shaped steel cage includes a main steel cage 10, an auxiliary steel cage 20 and an anchor assembly 40; wherein the main steel cage 10 is vertically arranged and extends in the transverse direction, a bending section 11 is formed at one end of the main steel cage 10 in the transverse direction, the bending section 11 is extended in the longitudinal direction, and an anchor cavity 111 is formed in the bending section 11; the auxiliary steel cage 20 is vertically arranged and extends in the longitudinal direction, and one end of the auxiliary steel cage 20 is connected to the bending section 11 , so that the main steel cage 10 is connected to the auxiliary steel cage 20 to form an L-shaped structure; the anchor assembly 40 includes a plurality of anchor rods 41, some of which are installed on the auxiliary steel cage 20, and the anchor rods 41 installed on the auxiliary steel cage 20 extend longitudinally and extend into the anchor cavity 111, and the remaining anchor rods 41 are installed on the main steel cage 10, and the anchor rods 41 installed on the main steel cage 10 extend transversely and extend into the anchor cavity 111, and one end of each anchor rod 41 extending into the anchor cavity 111 is connected to an anchor structure 42.

[0034] As shown in the figure, the vertical Figure 1 The left and right directions shown in Figure 1 The front-to-back direction is shown in Figure 2In the up-down direction shown in the figure, the technical solution of the utility model is to provide a main steel cage 10 and a secondary steel cage 20, the main steel cage 10 is extended in the front-to-back direction, the secondary steel cage 20 is extended in the left-to-right direction, the front end of the main steel cage 10 is bent to the right to form a bending section 11 extending in the left-to-right direction, an anchoring cavity 111 is formed in the bending section 11, the secondary steel cage 20 is arranged on the right side of the main steel cage 10, and the left end of the steel cage is connected to the bending section 11 to form an L-shaped structure, and the connection between the bending section 11 of the main steel cage 10 and the secondary steel cage 20 forms a connection node between the secondary steel cage 20 and the main steel cage 10. A plurality of anchor rods 41 are installed on the auxiliary steel cage 20, and the anchor rods 41 installed on the auxiliary steel cage 20 extend in the left-right direction, and the left end of the anchor rods 41 installed on the auxiliary steel cage 20 is an anchor end extending into the anchor cavity 111; a plurality of anchor rods 41 are installed on the main steel cage 10, and the anchor rods 41 installed on the main steel cage 10 extend in the front-back direction, and the front end of the anchor rods 41 installed on the auxiliary steel cage 20 is an anchor end extending into the anchor cavity 111, and an anchor structure 42 is formed at the anchor end of the anchor rod 41. After the formwork is closed on the periphery of the L-shaped steel cage and concrete is poured into the formwork to form an L-shaped wall, after the L-shaped wall is formed, the anchor structure 42 of the anchor rod 41 installed on the secondary steel cage 20 is buried in the concrete poured in the anchor cavity 111 of the main steel cage 10. Therefore, the wall where the main steel cage 10 is located and the wall where the secondary steel cage 20 is located can be more firmly connected through the anchor rod 41 and the anchor structure 42, thereby enhancing the structural reliability of the L-shaped wall at the connection node between the secondary steel cage 20 and the main steel cage 10, and the anchor structure 42 of the anchor rod 41 installed on the main steel cage 10 is buried in the concrete poured in the anchor cavity 111 of the main steel cage 10, further enhancing the structural reliability of the L-shaped wall at the connection node between the secondary steel cage 20 and the main steel cage 10. The utility model only needs to install the anchor rod 41 on the secondary steel cage 20 and extend the anchor rod 41 into the anchor cavity 111. There is no need to employ a large number of personnel to install the anchor steel bars on the secondary steel cage 20 and tie the anchor steel bars to the main steel cage 10. The structural reliability of the L-shaped wall at the connection node between the secondary steel cage 20 and the main steel cage 10 can be enhanced. The construction process is simple and convenient, the construction efficiency is high, and manpower is saved.

[0035] In one embodiment of the utility model, the anchor rod 41 includes an anchor section 411 and a connecting section 412 extending in the longitudinal direction. The connecting section 412 is installed on the secondary steel cage 20, and the anchor section 411 extends into the anchor cavity 111. The two ends of the anchor section 411 in the longitudinal direction are a disassembly end and an anchoring end respectively. The disassembly end is detachably connected to the connecting section 412, and the anchoring structure 42 is installed on the anchoring end.

[0036] As shown in the figure, the anchor rod 41 includes an anchor section 411 and a connection section 412, the connection section 412 is installed on the auxiliary steel cage 20, and the anchor section 411 is detachably installed on the connection section 412. When the auxiliary steel cage 20 needs to be connected to the main steel cage 10, the anchor section 411 can be installed on its corresponding connection section 412 to enhance the structural reliability of the T-shaped wall at the connection node between the auxiliary steel cage 20 and the main steel cage 10; when the auxiliary steel cage 20 does not need to be connected to the main steel cage 10, the anchor section 411 does not need to be installed on its corresponding connection section 412, so that the structure of the auxiliary steel cage 20 is more compact and easy to stack.

[0037] In an embodiment of the present invention, one end of the connecting section 412 close to the anchoring cavity 111 is the installation end, and the disassembly end is connected to a connecting piece 70 , and the disassembly end is detachably connected to the installation end through the connecting piece 70 .

[0038] Specifically, as shown in the figure, the connecting member 70 is a connecting sleeve in the prior art, and the connecting end is connected to the mounting end through the connecting sleeve, which is easy to operate and has a firm connection.

[0039] In one embodiment of the utility model, the anchoring structure 42 is an anchoring block, and a docking point is formed in the middle position of the anchoring block. The docking point is connected to one end of the anchoring rod 41 extending into the anchoring cavity 111, and the edge of the anchoring block extends radially away from the docking point along the anchoring rod 41.

[0040] Specifically, as shown in the figure, the edge of the anchor block extends radially away from the docking point along the anchor rod 41 so that the anchor block protrudes from the anchor rod 41 radially away from the anchor point, so that the anchor block can be more firmly buried in the concrete in the anchor cavity 111 of the main steel cage 10 with higher reliability.

[0041] In an embodiment of the present invention, the anchor block is a flat round block, the docking point is the center of the anchor block, the anchor rod 41 is a round rod, and the diameter of the anchor block is greater than the diameter of the anchor rod 41.

[0042] Specifically, as shown in the figure, the flat circular anchor block protrudes uniformly from the anchor rod 41 along the radial direction of the anchor rod 41 in the direction away from the anchor point, and the anchor rod 41 is connected to the center of the anchor block, so that the force between the anchor block and the anchor rod 41 can be transmitted more evenly and the stability is better.

[0043] In one embodiment of the utility model, the anchor rod 41 installed on the main steel cage 10 is the first anchor rod 413, and the main steel cage 10 includes a first main steel mesh 12 and a second main steel mesh 13 arranged at intervals along the longitudinal direction. The first main steel mesh 12 and the second main steel mesh 13 are both arranged vertically, and the first main steel mesh 12 and the second main steel mesh 13 are both extended along the transverse direction. The first main steel mesh 12 is bent at one end along the transverse direction to form a bending section 11, and multiple first anchor rods 413 are installed on the second main steel mesh 13, and the anchor structure 42 of each first anchor rod 413 is arranged close to the bending section 11.

[0044] Specifically, as shown in the figure, the first main steel mesh 12 and the second main steel mesh 13 are arranged at intervals along the left-right direction, the first main steel mesh 12 is arranged on the left side of the second main steel mesh 13, and the front end of the first main steel mesh 12 extends forward to the front side of the second main steel mesh 13, and is bent to the right to form a bending section 11. A plurality of first anchor rods 413 are installed on the second main steel mesh 13, each of which is extended along the front-back direction, and the front end of each first anchor rod 413 extends into the anchor cavity 111 and is arranged close to the bending section 11, so that the anchor structure 42 at the front end of the second anchor rod 414 can be arranged close to the bending section 11, further ensuring the structural reliability of the L-shaped wall at the connection node between the secondary steel cage 20 and the main steel cage 10.

[0045] In one embodiment of the utility model, the anchor rod 41 installed on the auxiliary steel cage 20 is a second anchor rod 414, and the auxiliary steel cage 20 includes a first auxiliary steel mesh 21 and a second auxiliary steel mesh 22 arranged at a lateral interval, the first auxiliary steel mesh 21 and the second auxiliary steel mesh 22 are both arranged vertically, and the first auxiliary steel mesh 21 and the second auxiliary steel mesh 22 are both extended longitudinally, one end of the first auxiliary steel mesh 21 along the longitudinal direction is connected to the bending section 11, and multiple second anchor rods 414 are installed on the second auxiliary steel mesh 22, and the anchoring structure 42 of each second anchor rod 414 is arranged close to the first main steel mesh 12.

[0046] Specifically, as shown in the figure, the first auxiliary steel mesh 21 and the second auxiliary steel mesh 22 are arranged at intervals along the front-to-back direction. The first auxiliary steel mesh 21 is arranged on the left side of the second auxiliary steel mesh 22, and the left end of the first auxiliary steel mesh 21 is connected to the bending section 11 to connect the main steel cage 10 and the auxiliary steel cage 20. A plurality of second anchor rods 414 are installed on the second auxiliary steel mesh 22, each of which is extended in the left-right direction, and the left end of each first anchor rod 413 extends into the anchor cavity 111 and is arranged close to the first main steel mesh 12, so that the anchor structure 42 at the left end of the second anchor rod 414 can be arranged close to the first main steel mesh 12, further ensuring the structural reliability of the L-shaped wall at the connection node between the auxiliary steel cage 20 and the main steel cage 10.

[0047] In one embodiment of the utility model, the second auxiliary steel mesh 22 is also connected to a plurality of bent steel bars 50, each of which extends into the anchor cavity 111 and is arranged close to the first main steel mesh 12. The bent steel bars 50 can further enhance the structural reliability of the L-shaped wall at the connection node between the auxiliary steel cage 20 and the main steel cage 10.

[0048] In an embodiment of the present invention, a reinforcing assembly 60 is disposed in the anchoring cavity 111 . The reinforcing assembly 60 includes a plurality of reinforcing ribs 61 disposed at intervals in the horizontal direction. Each reinforcing rib 61 extends in the vertical direction.

[0049] Specifically, the multiple reinforcing ribs 61 arranged at intervals along the horizontal direction in the anchor cavity 111 can strengthen the structural strength of the wall where the main steel cage 10 is located, avoid cracking of the wall where the main steel cage 10 is located due to excessive force, thereby strengthening the structural strength and reliability of the L-shaped wall formed by the L-shaped steel cage.

[0050] In the second aspect, the utility model also proposes an L-shaped wall, which is applied with the above-mentioned L-shaped steel cage. The specific structure of the L-shaped wall refers to the above-mentioned embodiment. Since the L-shaped wall adopts all the technical solutions of all the above-mentioned embodiments, it has at least all the beneficial effects brought by the technical solutions of the above-mentioned embodiments, which will not be repeated here one by one.

[0051] The above description is only an exemplary embodiment of the present invention, and does not limit the patent scope of the present invention. All equivalent structural changes made by using the contents of the present invention specification and drawings under the technical concept of the present invention, or directly / indirectly applied in other related technical fields are included in the patent protection scope of the present invention.

Claims

1. An L-shaped steel cage, characterized in that: include: A main steel cage, wherein the main steel cage is arranged vertically and extends in a transverse direction, a bending section is formed at one end of the main steel cage in a transverse direction, the bending section is extended in a longitudinal direction, and an anchoring cavity is formed in the bending section; A secondary steel cage, wherein the secondary steel cage is vertically arranged and extends longitudinally, and one end of the secondary steel cage is connected to the bending section so that the main steel cage and the secondary steel cage are connected to form an L-shaped structure; An anchor assembly, the anchor assembly includes multiple anchor rods, some of the anchor rods are installed on the auxiliary steel cage, the anchor rods installed on the auxiliary steel cage extend longitudinally and extend into the anchor cavity, the remaining anchor rods are installed on the main steel cage, the anchor rods installed on the main steel cage extend transversely and extend into the anchor cavity, and one end of each anchor rod extending into the anchor cavity is connected to an anchor structure.

2. The L-shaped steel cage according to claim 1, characterized in that: The anchor rod includes an anchoring section and a connecting section extending in the longitudinal direction. The connecting section is installed on the auxiliary steel cage, and the anchoring section extends into the anchoring cavity. The two ends of the anchoring section in the longitudinal direction are respectively a disassembly end and an anchoring end. The disassembly end is detachably connected to the connecting section, and the anchoring structure is installed on the anchoring end.

3. The L-shaped steel cage according to claim 2, characterized in that: One end of the connecting section close to the anchoring cavity is a mounting end, and the disassembly end is connected with a connecting piece, and the disassembly end is detachably connected to the mounting end through the connecting piece.

4. The L-shaped steel cage according to claim 1, characterized in that: The anchoring structure is an anchoring block, a docking point is formed in the middle of the anchoring block, the docking point is connected to one end of the anchoring rod extending into the anchoring cavity, and the edge of the anchoring block extends away from the docking point along the radial direction of the anchoring rod.

5. The L-shaped steel cage according to claim 4, characterized in that: The anchor block is a flat round block, the docking point is the center of the anchor block, the anchor rod is a round rod, and the diameter of the anchor block is greater than the diameter of the anchor rod.

6. The L-shaped steel cage according to any one of claims 1 to 5, characterized in that: The anchor rod installed on the main steel cage is the first anchor rod. The main steel cage includes a first main steel mesh and a second main steel mesh spaced apart in the longitudinal direction. The first main steel mesh and the second main steel mesh are both vertically arranged, and the first main steel mesh and the second main steel mesh are both extended in the transverse direction. The first main steel mesh is bent at one end in the transverse direction to form the bent section. A plurality of the first anchor rods are installed on the second main steel mesh, and the anchoring structure of each of the first anchor rods is arranged close to the bent section.

7. The L-shaped steel cage according to claim 6, characterized in that: The anchor rod installed on the auxiliary steel cage is a second anchor rod. The auxiliary steel cage includes a first auxiliary steel mesh and a second auxiliary steel mesh arranged at intervals along the lateral direction. The first auxiliary steel mesh and the second auxiliary steel mesh are both arranged vertically, and the first auxiliary steel mesh and the second auxiliary steel mesh are both extended along the longitudinal direction. One end of the first auxiliary steel mesh along the longitudinal direction is connected to the bending section, and multiple second anchor rods are installed on the second auxiliary steel mesh. The anchoring structure of each second anchor rod is arranged close to the first main steel mesh.

8. The L-shaped steel cage according to claim 7, characterized in that: The second secondary steel mesh is also connected to a plurality of bent steel bars, each of which extends into the anchor cavity and is arranged close to the first main steel mesh.

9. The L-shaped steel cage according to any one of claims 1 to 5, characterized in that: A reinforcing assembly is arranged in the anchoring cavity, and the reinforcing assembly includes a plurality of reinforcing ribs arranged at intervals in the horizontal direction, and each of the reinforcing ribs is extended in the vertical direction.

10. An L-shaped wall, characterized in that: The L-shaped wall is applied with an L-shaped steel cage as described in any one of claims 1 to 9.

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