CN220978103U - Retaining wall structure of anchor cable lattice beam stress system - Google Patents
Retaining wall structure of anchor cable lattice beam stress system Download PDFInfo
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- CN220978103U CN220978103U CN202322866477.5U CN202322866477U CN220978103U CN 220978103 U CN220978103 U CN 220978103U CN 202322866477 U CN202322866477 U CN 202322866477U CN 220978103 U CN220978103 U CN 220978103U
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 22
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- 239000002689 soil Substances 0.000 claims description 14
- 230000002787 reinforcement Effects 0.000 claims description 7
- 229910000746 Structural steel Inorganic materials 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 4
- 239000000758 substrate Substances 0.000 abstract description 2
- 238000004873 anchoring Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 2
- 230000008093 supporting effect Effects 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 235000000396 iron Nutrition 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to the technical field of retaining walls, in particular to a retaining wall structure of an anchor cable lattice beam stress system. Technical problems: the retaining wall structure of the anchor cable lattice beam stress system aims at solving the technical problems of higher requirements on foundations and higher requirements on engineering early-stage calculation design and higher construction difficulty in the prior art. The technical scheme is as follows: a retaining wall structure of an anchor cable lattice beam stress system comprises heel plates; the vertical wall type lattice beam structure further comprises a vertical wall assembly, a lattice beam assembly, a reinforcing steel bar reinforcing assembly, an anchor rope assembly, reinforcing ribs, a connecting assembly and a planting box. The utility model supports the retaining wall by using the traction force of the anchor cable assembly, the size of the substrate area does not influence the firmness of the retaining wall, so the foundation requirement is lower, and each part is produced in a modularized manner in a factory by adopting an anchor cable lattice beam stress system and is directly transported to the site for assembly, so that the retaining wall is very convenient to use.
Description
Technical Field
The utility model relates to the technical field of retaining walls, in particular to a retaining wall structure of an anchor cable lattice beam stress system.
Background
The retaining wall is used for supporting roadbed filling soil or hillside soil mass, preventing the filling soil or soil mass from deforming and unstably, can avoid the occurrence of slipping of pavement edges and plays a role of stabilizing the pavement, and the retaining wall commonly used at present generally comprises a gravity retaining wall, an anchoring retaining wall and a reinforced soil retaining wall, but the area of the substrate of the gravity retaining wall is smaller, the requirement on the foundation is higher, the tail end of the anchoring retaining wall in the soil is connected with an anchoring plate, the application range is limited, and the reinforced soil retaining wall needs to consider the influence of the seepage stability of the filling soil after the baffle and the foundation deformation on the road cutting, so that the engineering early-stage calculation design requirement is higher and the construction difficulty is higher.
Disclosure of utility model
Aiming at the defects of the prior art, the utility model aims to provide a retaining wall structure of an anchor cable lattice beam stress system, which aims to solve the technical problems of higher requirements on foundations and higher requirements on engineering early-stage calculation design and higher construction difficulty in the prior art.
The technical scheme of the utility model is as follows: a retaining wall structure of an anchor cable lattice beam stress system comprises heel plates; the device also comprises a vertical wall assembly, a lattice beam assembly, a steel bar reinforcing assembly, an anchor rope assembly, a reinforcing rib, a connecting assembly and a planting box; the rear end of the heel plate is provided with a vertical wall component; the rear end of the vertical wall component is connected with a lattice beam component; a reinforcing steel bar reinforcing component for preventing the deformation of the lattice beam component is arranged on the inner side of the lattice beam component; the rear end of the vertical wall component is provided with an anchor cable component buried in the soil layer; reinforcing ribs which are distributed at equal intervals are fixedly connected between the heel plate and the vertical wall component; the front end of the vertical wall component is provided with connecting components which are distributed symmetrically left and right; the upper ends of the connecting component and the other connecting component are fixedly connected with a planting box.
Preferably, the heel plate and the vertical wall component are fixed through the reinforcing ribs, then the anchor cable component is buried in the soil layer, the other end of the anchor cable component is connected with the vertical wall component, the lattice beam component and the reinforcing steel bar reinforcing component further support the vertical wall component, the planting box is sleeved on the outer side of the connecting component, then plants are planted in the planting box, and beautifying effect is achieved.
Preferably, the vertical wall assembly comprises a vertical upright plate and an arc baffle; the lower end of the arc-shaped baffle is fixedly connected with clamping blocks which are distributed symmetrically left and right; the upper end of the vertical plate is provided with a clamping groove corresponding to the clamping block; limiting grooves are formed in the left end and the right end of the vertical plate and the arc-shaped baffle; a limiting block is inserted into the limiting groove and the other corresponding limiting groove; the stopper internal thread is connected with the fastener that is used for fixed perpendicular board and arc baffle, and arc baffle can protect the soil layer of upper end, avoids causing soil erosion under the erodeing of rainwater, and arc baffle and perpendicular riser adopt split type design, reduce the volume of both, be convenient for transport.
Preferably, the lattice beam assembly comprises uprights; the inner sides of the upright post and the other upright post are fixedly connected with cross beams which are distributed symmetrically up and down; and angle irons are arranged at the joints of the upright posts and the cross beams, and further reinforce the upright posts and the cross beams to prevent the loosening of the upright posts and the cross beams.
Preferably, the reinforcement assembly includes vertical reinforcement; the outer sides of the vertical steel bars are fixedly connected with horizontal steel bars which are distributed at equal intervals; the steel wires are arranged at the intersections of the vertical steel bars and the horizontal steel bars, the vertical steel bars and the horizontal steel bars are respectively propped against the upright posts and the cross beams, the peripheries of the upright posts and the cross beams are fixed, and the upright posts and the cross beams are prevented from deforming after being stressed.
Preferably, the anchor cable assembly comprises an anchor rod and an anchor plate; an anchor rope body is arranged between the anchor rod and the anchor plate; the anchor plate is fixedly connected with the vertical wall assembly, the position of the vertical wall assembly is fixed by using the tension force of the anchor rope body, the vertical wall assembly is prevented from toppling over, and the supporting effect of the vertical wall assembly on soil is ensured.
Preferably, the connection assembly comprises a sleeve; a threaded column is inserted into the sleeve; the outer side of the front end of the threaded column is in threaded connection with a locking nut; the upper end of the sleeve is fixedly connected with the planting box, and after the locking nut is reversely rotated, the locking nut moves out of the outer side of the threaded column, so that the planting box can be taken out, and the planting box can be replaced conveniently.
The utility model has the beneficial effects that:
1. The retaining wall is supported by the traction force of the anchor cable assembly, the firmness of the retaining wall is not affected by the size of the base area, so that the foundation requirement is low, an anchor cable lattice beam stress system is adopted, all the components are produced in a modularized manner in a factory, and the components are directly conveyed to the site for assembly, so that the retaining wall is very convenient to use;
2. The lattice beam assembly supports the vertical wall assembly, the retaining wall is pulled by the anchor cable assembly, the stability of the retaining wall is further improved, the reinforcing steel bar reinforcing assembly is further arranged inside the lattice beam assembly, the periphery of the lattice beam assembly is supported, deformation of the lattice beam assembly is prevented, and the structural strength of the lattice beam assembly is improved.
Drawings
FIG. 1 shows a first perspective view of a retaining wall structure of the anchor cable lattice beam stressing system of the present utility model;
FIG. 2 shows a second perspective view of a retaining wall structure of the anchor cable lattice beam stressing system of the present utility model;
FIG. 3 is a schematic perspective view of a retaining wall structure intermediate wall assembly of the anchor cable lattice beam stressing system of the present utility model;
FIG. 4 is a schematic perspective view showing the construction of anchor line assemblies in a retaining wall structure of the anchor line lattice beam stressing system of the present utility model;
Fig. 5 shows another perspective view of the connection assembly of the retaining wall structure of the anchor cable lattice beam stressing system of the present utility model.
Reference numerals illustrate: 1. a heel plate; 2. a vertical wall assembly; 21. a vertical plate; 22. an arc baffle; 23. a clamping block; 24. a clamping groove; 25. a limit groove; 26. a limiting block; 27. a fastener; 3. a lattice beam assembly; 31. a column; 32. a cross beam; 33. angle iron; 4. a reinforcing bar reinforcing assembly; 41. vertical steel bars; 42. horizontal steel bars; 5. an anchor cable assembly; 51. a bolt; 52. an anchor plate; 53. an anchor cable body; 6. reinforcing ribs; 7. a connection assembly; 71. a sleeve; 72. a threaded column; 73. a locking nut; 8. planting box.
Detailed Description
The utility model is further described below with reference to the drawings and examples.
Referring to fig. 1, the present utility model provides an embodiment: the retaining wall structure of the anchor cable lattice beam stress system comprises a heel plate 1; the vertical wall assembly 2, the lattice beam assembly 3, the steel bar reinforcement assembly 4, the anchor cable assembly 5, the reinforcing rib 6, the connecting assembly 7 and the planting box 8 are also included; the rear end of the heel plate 1 is provided with a vertical wall component 2; the rear end of the vertical wall component 2 is connected with a lattice beam component 3; the inner side of the lattice beam assembly 3 is provided with a reinforcing steel bar reinforcing assembly 4 for preventing the lattice beam assembly 3 from deforming; the rear end of the vertical wall component 2 is provided with an anchor cable component 5 buried in the soil layer; the reinforcing ribs 6 which are distributed at equal intervals are fixedly connected between the heel plate 1 and the vertical wall component 2; the front end of the vertical wall component 2 is provided with connecting components 7 which are distributed symmetrically left and right; the upper ends of the connecting component 7 and the other connecting component 7 are fixedly connected with a planting box 8.
Referring to fig. 2, in the present embodiment, the lattice beam assembly 3 includes a column 31; the inner sides of the upright posts 31 and the other upright posts 31 are fixedly connected with cross beams 32 which are vertically symmetrically distributed; an angle iron 33 is arranged at the joint of the upright post 31 and the cross beam 32; the reinforcement bar reinforcing assembly 4 includes vertical reinforcement bars 41; the outer sides of the vertical steel bars 41 are fixedly connected with horizontal steel bars 42 which are distributed at equal intervals; steel wires are arranged at the intersections of the vertical reinforcing bars 41 and the horizontal reinforcing bars 42.
Referring to fig. 3-5, in this embodiment, the vertical wall assembly 2 includes a vertical upright plate 21 and a curved baffle 22; the lower end of the arc-shaped baffle 22 is fixedly connected with clamping blocks 23 which are distributed symmetrically left and right; the upper end of the vertical plate 21 is provided with a clamping groove 24 corresponding to the clamping block 23; limiting grooves 25 are formed in the left end and the right end of the vertical plate 21 and the arc-shaped baffle 22; a limiting block 26 is inserted into the limiting groove 25 and the other corresponding limiting groove 25; the limiting block 26 is internally and in threaded connection with a fastener 27 for fixing the vertical plate 21 and the arc baffle 22; the anchor cable assembly 5 comprises an anchor rod 51 and an anchor plate 52; an anchor rope body 53 is arranged between the anchor rod 51 and the anchor plate 52; the anchor plate 52 is fixedly connected with the vertical wall assembly 2; the connection assembly 7 comprises a sleeve 71; a threaded post 72 is inserted into sleeve 71; the outer side of the front end of the threaded column 72 is in threaded connection with a locking nut 73; the upper end of the sleeve 71 is fixedly connected with the planting box 8.
When working, the steps are as follows:
The fixture block 23 at the lower end of the arc baffle 22 is placed in the clamping groove 24 at the upper end of the vertical upright plate 21, the limiting block 26 is placed in the limiting groove 25, the arc baffle 22 and the vertical upright plate 21 are fixed by tightening the fastening piece 27, the vertical wall assembly 2 is obtained, the vertical column 31 and the cross beam 32 are welded, the joint of the vertical column 31 and the cross beam 32 is reinforced by the angle iron 33 to obtain the lattice beam assembly 3, then the lattice beam assembly 3 is installed at the rear end of the vertical wall assembly 2, the vertical steel bar 41 and the horizontal steel bar 42 are welded at the inner side of the lattice beam assembly 3, the intersection of the vertical steel bar 41 and the horizontal steel bar 42 is reinforced by steel wires, the lattice beam assembly 3 is installed at the rear end of the vertical wall assembly 2, the anchor plate 52 is fixed at the rear end of the vertical wall assembly 2, the anchor rod 51 and the anchor rope body 53 are buried in the anchor hole, grouting is carried out, the threaded column 72 is installed at the front end of the vertical wall assembly 2, the sleeve 71 at the lower end of the planting box 8 is sleeved outside the threaded column 72, the locking nut 73 is screwed, the locking nut 73 is attached to the planting box 8, and the planting box 8 is fixed.
Through the steps, the retaining wall is supported by the traction force of the anchor cable assembly, the firmness of the retaining wall is not affected by the size of the base area, therefore, the foundation requirement is low, an anchor cable lattice beam stress system is adopted, all the components are produced in a modularized manner in a factory, and the components are directly carried to the site for assembly, so that the retaining wall is very convenient to use.
The embodiments of the present utility model have been described in detail with reference to the drawings, but the present utility model is not limited to the above embodiments, and various changes can be made within the knowledge of those skilled in the art without departing from the spirit of the present utility model.
Claims (6)
1. The retaining wall structure of the anchor cable lattice beam stress system comprises a heel plate (1); the method is characterized in that: the planting device also comprises a vertical wall assembly (2), a lattice beam assembly (3), a steel bar reinforcing assembly (4), an anchor rope assembly (5), a reinforcing rib (6), a connecting assembly (7) and a planting box (8); the rear end of the heel plate (1) is provided with a vertical wall component (2); the rear end of the vertical wall component (2) is connected with a lattice beam component (3); a reinforcing steel bar reinforcing component (4) for preventing the deformation of the lattice beam component (3) is arranged on the inner side of the lattice beam component (3); the rear end of the vertical wall component (2) is provided with an anchor cable component (5) buried in the soil layer; reinforcing ribs (6) which are distributed at equal intervals are fixedly connected between the heel plate (1) and the vertical wall component (2); the front end of the vertical wall component (2) is provided with connecting components (7) which are distributed symmetrically left and right; the upper ends of the connecting component (7) and the other connecting component (7) are fixedly connected with a planting box (8).
2. A retaining wall structure of an anchor line lattice beam stressing system according to claim 1, characterized in that the vertical wall assembly (2) comprises vertical uprights (21) and arched baffles (22); the lower end of the arc-shaped baffle plate (22) is connected with clamping blocks (23) which are distributed symmetrically left and right; the upper end of the vertical plate (21) is provided with a clamping groove (24) corresponding to the clamping block (23); limiting grooves (25) are formed in the left end and the right end of the vertical plate (21) and the arc-shaped baffle (22); a limiting block (26) is inserted into the limiting groove (25) and the other corresponding limiting groove (25); the limiting block (26) is internally connected with a fastener (27) for fixing the vertical plate (21) and the arc-shaped baffle plate (22) through threads.
3. The retaining wall structure of an anchor line lattice beam stressing system as claimed in claim 1, wherein: the lattice beam assembly (3) comprises a column (31); the inner sides of the upright post (31) and the other upright post (31) are fixedly connected with cross beams (32) which are vertically symmetrically distributed; an angle iron (33) is arranged at the joint of the upright post (31) and the cross beam (32).
4. The retaining wall structure of an anchor line lattice beam stressing system as claimed in claim 1, wherein: the reinforcement assembly (4) comprises vertical reinforcement bars (41); the outer sides of the vertical steel bars (41) are fixedly connected with horizontal steel bars (42) which are distributed at equal intervals; steel wires are arranged at the intersections of the vertical steel bars (41) and the horizontal steel bars (42).
5. The retaining wall structure of an anchor line lattice beam stressing system as claimed in claim 1, wherein: the anchor cable assembly (5) comprises an anchor rod (51) and an anchor plate (52); an anchor rope body (53) is arranged between the anchor rod (51) and the anchor plate (52); the anchor plate (52) is fixedly connected with the vertical wall component (2).
6. The retaining wall structure of an anchor line lattice beam stressing system as claimed in claim 1, wherein: the connection assembly (7) comprises a sleeve (71); a threaded post (72) is inserted into the sleeve (71); the outer side of the front end of the threaded column (72) is in threaded connection with a locking nut (73); the upper end of the sleeve (71) is fixedly connected with the planting box (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322866477.5U CN220978103U (en) | 2023-10-24 | 2023-10-24 | Retaining wall structure of anchor cable lattice beam stress system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322866477.5U CN220978103U (en) | 2023-10-24 | 2023-10-24 | Retaining wall structure of anchor cable lattice beam stress system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220978103U true CN220978103U (en) | 2024-05-17 |
Family
ID=91062631
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322866477.5U Active CN220978103U (en) | 2023-10-24 | 2023-10-24 | Retaining wall structure of anchor cable lattice beam stress system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220978103U (en) |
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2023
- 2023-10-24 CN CN202322866477.5U patent/CN220978103U/en active Active
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