CN217537051U - Assembled close rib with filling concrete step formula retaining wall - Google Patents

Assembled close rib with filling concrete step formula retaining wall Download PDF

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Publication number
CN217537051U
CN217537051U CN202221064348.3U CN202221064348U CN217537051U CN 217537051 U CN217537051 U CN 217537051U CN 202221064348 U CN202221064348 U CN 202221064348U CN 217537051 U CN217537051 U CN 217537051U
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China
Prior art keywords
baffle
retaining wall
base
roof beam
sets
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CN202221064348.3U
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Chinese (zh)
Inventor
杨伟军
龚文彦
龚友平
阳小华
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Taojiang Chengyou Green Prefabricated Building Technology Co ltd
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Taojiang Chengyou Green Prefabricated Building Technology Co ltd
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Priority to CN202221064348.3U priority Critical patent/CN217537051U/en
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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Retaining Walls (AREA)

Abstract

The utility model discloses a close rib sandwich concrete step retaining wall of assembled forms by a plurality of baffle assembly, the baffle includes left surface board, right side board, vertical rib roof beam, horizontal rib roof beam and light filling block, the light filling block is located among the cavity that is formed by left surface board, right side board, vertical rib roof beam and horizontal rib roof beam, the right side board bottom of baffle sets up a plurality of steps, the bottom of step sets up the base, the base sets up transverse arrangement's anchor hole, the utility model provides a retaining wall is used for the isolation of the soil body, can make up to form closed fender that encloses, the baffle bottom sets up a plurality of steps, improves the isolation stability of baffle, and the construction is simple and high-efficient, and the baffle body has certain structural strength and toughness simultaneously, and the plate body dead weight is light simultaneously, and the cost of manufacture is low.

Description

Assembled multi-ribbed sandwich concrete stepped retaining wall
Technical Field
The utility model relates to an assembly type structure technical field especially relates to a close rib sandwich concrete step retaining wall of assembled.
Background
With the development of modern industrial technology, the assembly type building gradually replaces the common building system in the prior art with the advantages of high construction speed, small restriction by climatic conditions, labor saving and the like. The retaining wall is a structure for supporting roadbed filling or slope soil body and preventing the filling or soil body from deforming and destabilizing, and the general retaining wall is made by paving rubble or bricks, and the position is fixed, which needs to consume larger labor, and has high cost and long construction time.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem of the prior art that retaining wall rigidity, the construction time is long, and the close rib sandwich concrete step retaining wall of assembled that proposes.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
an assembled multi-ribbed sandwich concrete stepped retaining wall is formed by assembling a plurality of baffle plates. The baffle comprises a left panel, a right panel, a longitudinal rib beam, a transverse rib beam and a light filling block, wherein the light filling block is positioned in a cavity formed by the left panel, the right panel, the longitudinal rib beam and the transverse rib beam.
The stepped retaining wall is used for isolation of soil bodies and can be combined to form a closed enclosure. The bottom of the step is provided with a base, and the base is provided with anchoring holes which are transversely arranged. The anchoring hole is used for being matched with the anchoring pile of the base, and the base is fixedly connected with the base.
Because pressure increases along with the soil body degree of depth, the right panel bottom of baffle sets up a plurality of steps, and a plurality of steps are the protrusion setting in proper order from the top down, make the baffle thickness increase, improve the stable isolation of baffle.
Preferably, the two sides of the baffle are provided with a male groove and a female groove which are used for assembling the baffle in the retaining wall.
Preferably, the anchoring holes are located inside the longitudinal rib beam without interfering with the lightweight filling blocks. The light filling block of the die cavity is conveniently placed in the manufacturing process of the baffle.
Preferably, the volume weight of the light filling block is less than 10kg/m 3 The polystyrene foam board further reduces the weight of the board body and the manufacturing cost.
Compared with the prior art, the beneficial effects of the utility model are that:
1. this close rib sandwich concrete step retaining wall of assembled is used for the isolation of the soil body, can make up and form closed fender that encloses, the baffle bottom sets up a plurality of steps, makes the baffle thickness increase, improves the isolation stability of baffle.
2. This close rib sandwich concrete step retaining wall of assembled is assembled by a plurality of baffles and forms, and is connected with the water basis through the anchor pile, and is fixed convenient with the dismantlement, and the user can select the position and the length of enclosure as required, and easily is under construction, can drop into to use fast.
3. The step-type retaining wall baffle plate of the assembled multi-ribbed sandwich concrete adopts a multi-ribbed sandwich structure, and the light filling blocks are foam plates, so that the dead weight of the plate body is reduced, and the manufacturing cost is reduced.
Drawings
FIG. 1 is a schematic perspective view of the retaining wall;
FIG. 2 is a schematic view of the construction of the retaining wall in horizontal section at the base;
FIG. 3 is a schematic view of the connection between the retaining wall and the base.
In the figure: 1. a baffle plate; 2. a step; 3. a base; 4. a base; 5. anchoring piles; 11. a left panel; 12. a right panel; 13. a longitudinal rib beam; 14. a transverse rib beam; 15. a lightweight filling block; 16. a male groove and a female groove; 31. and (4) anchoring holes.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1-2, the assembled multi-ribbed sandwich concrete stepped retaining wall is formed by assembling a plurality of baffle plates. The baffle plate 1 comprises a left panel 11, a right panel 12, a longitudinal rib beam 13, a transverse rib beam 14 and a light filling block 15, wherein the light filling block 15 is positioned in a cavity formed by the left panel 11, the right panel 12, the longitudinal rib beam 13 and the transverse rib beam 14.
The stepped retaining wall is used for isolating soil and forming a closed enclosure. The bottom of the step 2 is provided with a base 3, and the base 3 is provided with anchoring holes 31 which are transversely arranged. Referring to fig. 3, the anchoring hole 31 is used to match the anchoring pile 5 of the foundation 4, and the base 3 is fixedly connected to the foundation 4.
Because the pressure increases along with the soil body degree of depth, a plurality of steps 2 are set up to the right panel 12 bottom of baffle 1, and a plurality of steps 2 from the top down bulge in proper order and set up, make the thickness increase of baffle 1, improve the stable isolation of baffle 1.
In this embodiment, the two sides of the retaining plate 1 are provided with male and female grooves 16 for assembling the retaining plates 1 in the retaining wall.
In this embodiment, the anchoring holes 31 are located inside the longitudinal ribs 13 without interfering with the lightweight fillers 15. The light filling block 15 of the die cavity is convenient to put in the manufacturing process of the baffle 1.
In this embodiment, the volume weight of the light filling block 15 is less than 10kg/m 3 The polystyrene foam board can reduce the weight of the board body and the manufacturing cost.
The assembled multi-ribbed sandwich concrete stepped retaining wall in the embodiment is formed by splicing a plurality of baffle plates, is used for isolating soil bodies, and can be combined to form a closed enclosure; the bottom of the baffle is provided with a plurality of steps, so that the thickness of the baffle is increased, and the isolation stability of the baffle is improved; meanwhile, the baffle body has certain structural strength and toughness, and meanwhile, the self weight of the baffle body is light, and the manufacturing cost is low.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims (4)

1. An assembled multi-rib sandwich concrete stepped retaining wall is characterized by being formed by splicing a plurality of baffle plates;
the baffle (1) comprises a left panel (11), a right panel (12), a longitudinal rib beam (13), a transverse rib beam (14) and a light filling block (15), wherein the light filling block (15) is positioned in a cavity formed by the left panel (11), the right panel (12), the longitudinal rib beam (13) and the transverse rib beam (14);
the novel anti-theft door is characterized in that a plurality of steps (2) are arranged at the bottom of a right panel (12) of the baffle (1), a base (3) is arranged at the bottom of each step (2), and anchoring holes (31) which are transversely arranged are formed in the base (3).
2. Retaining wall according to claim 1, characterized in that the baffles (1) are provided with male and female grooves (16) on both sides.
3. Retaining wall according to claim 2, characterized in that the anchoring holes (31) are located inside the longitudinal ribs (13).
4. Retaining wall according to claim 1, characterized in that said lightweight blocks (15) use a bulk density of less than 10kg/m 3 Polystyrene foam board.
CN202221064348.3U 2022-05-06 2022-05-06 Assembled close rib with filling concrete step formula retaining wall Active CN217537051U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221064348.3U CN217537051U (en) 2022-05-06 2022-05-06 Assembled close rib with filling concrete step formula retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221064348.3U CN217537051U (en) 2022-05-06 2022-05-06 Assembled close rib with filling concrete step formula retaining wall

Publications (1)

Publication Number Publication Date
CN217537051U true CN217537051U (en) 2022-10-04

Family

ID=83433653

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221064348.3U Active CN217537051U (en) 2022-05-06 2022-05-06 Assembled close rib with filling concrete step formula retaining wall

Country Status (1)

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CN (1) CN217537051U (en)

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