CN221095196U - Large-volume concrete retaining wall structure - Google Patents
Large-volume concrete retaining wall structure Download PDFInfo
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- CN221095196U CN221095196U CN202322479395.5U CN202322479395U CN221095196U CN 221095196 U CN221095196 U CN 221095196U CN 202322479395 U CN202322479395 U CN 202322479395U CN 221095196 U CN221095196 U CN 221095196U
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- stress
- rod
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- concrete retaining
- atress
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- 229910000831 Steel Inorganic materials 0.000 claims description 28
- 239000010959 steel Substances 0.000 claims description 28
- 238000006467 substitution reaction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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- Retaining Walls (AREA)
Abstract
The utility model discloses a large-volume concrete retaining wall structure, which comprises a main body wall, wherein the upper end of the main body wall is provided with a plurality of pressure stress plates, a fixing rod positioned below each pressure stress plate is vertically arranged in the main body wall, the lower end of the fixing rod is connected with a stress bottom plate limiting rod, the lower end of the stress bottom plate limiting rod is connected with a stress bottom plate, the stress bottom plate is positioned at the bottom of the main body wall, bolt holes are formed in positions, close to two sides, of the pressure stress plates, bolts are respectively arranged in the bolt holes, two bolt fixing rods are connected to two sides of the upper end of the fixing rod, the bolt fixing rods are connected with corresponding bolts, the outer sides of the fixing rods are connected with longitudinal stress rod connecting pipes, one end of each stress rod connecting pipe is provided with a longitudinal stress rod groove, and longitudinal stress rods are movably connected in the longitudinal stress rod grooves. The utility model aims to solve the problem that a concrete retaining wall is easy to collapse.
Description
Technical Field
The utility model relates to the technical field of retaining walls, in particular to a large-volume concrete retaining wall structure.
Background
The stability of concrete retaining wall structure is crucial, chinese patent of publication No. CN219315801U discloses an assembled concrete retaining wall, this patent makes curb plate and backup pad fixed mutually through two fixing bolts, thereby make baffle and backup pad fixed mutually, the same reason makes another baffle fixed mutually with the backup pad, pour concrete between two baffles, the concrete solidifies into the concrete retaining wall, the same reason is through four fixing bolts releasing the locking between two baffles and the concrete retaining wall, take out two baffles, easy operation, easy to assemble and dismantlement reduce staff's intensity of labour. However, the assembled concrete retaining wall is easy to collapse when bearing multidirectional force.
Disclosure of Invention
Aiming at the problems in the prior art, the utility model provides a large-volume concrete retaining wall structure, and aims to solve the problem that the concrete retaining wall is easy to collapse.
In order to solve the technical problems, the utility model is realized by the following technical scheme:
The utility model provides a bulky concrete retaining wall structure, includes the main part wall, the upper end of main part wall is provided with a plurality of pressure atress boards, vertical dead lever that is located every pressure atress board below that is provided with in the main part wall, the lower extreme of dead lever is connected with atress bottom plate gag lever post, atress bottom plate lower extreme is connected with the atress bottom plate, the atress bottom plate is located the bottom of main part wall, the bolt hole has been seted up to the position that is close to both sides on the pressure atress board, all be provided with the bolt in the bolt hole, the upper end both sides of dead lever are connected with two bolt fixing levers, bolt fixing lever and correspondence bolted connection, the outside of dead lever is connected with vertical atress pole connecting pipe, the one end of atress pole connecting pipe is provided with vertical atress pole groove, swing joint has vertical atress pole in the vertical atress pole groove.
Further, the anti-skid device also comprises an anti-skid base, wherein the anti-skid base is positioned on the ground on one side of the main body wall, a stress rod fixing groove is formed in the anti-skid base, and one end of the longitudinal stress rod is arranged in the longitudinal stress rod fixing groove.
Further, one side of the anti-skid base, which is close to the main body wall, is connected with a transverse stress rod, and the transverse stress rod is connected with the main body wall.
Further, a main reserved fixing rod is horizontally arranged at a position, close to the upper end, in the main body wall, and main reserved fixing holes are formed in two ends of the main reserved fixing rod.
Further, the position close to the lower extreme in the main part wall is provided with the vice dead lever that reserves horizontally, still be provided with a plurality of horizontal atress reinforcing bars in the main part wall.
Further, one end of the transverse stress steel bar is connected through a connecting steel bar, and a plurality of longitudinal stress steel bars are arranged on the outer side of the transverse stress steel bar.
Further, a pressure force plate limiting rod is arranged in the center of the lower end face of the pressure force plate.
Compared with the prior art, the utility model has at least the following beneficial effects:
The utility model relates to a large-volume concrete retaining wall structure, wherein a plurality of pressure stress plates are arranged at the upper end of a main body wall, a fixed rod positioned below each pressure stress plate is vertically arranged in the main body wall, and the pressure stress plates can better release pressure to the fixed rods when receiving longitudinal pressure, so that the longitudinal pressure is shared for the main body wall; the outer side of the fixed rod is connected with a longitudinal stress rod connecting pipe, one end of the longitudinal stress rod connecting pipe is provided with a longitudinal stress rod groove, a longitudinal stress rod is movably connected in the longitudinal stress rod groove, and the longitudinal stress rod can provide side support for the main body wall; the lower end of the fixing rod is connected with a stress bottom plate limiting rod, and the lower end of the stress bottom plate limiting rod is connected with a stress bottom plate, so that the fixing rod can provide better stress points when sharing longitudinal pressure.
In order to make the above objects, features and advantages of the present utility model more comprehensible, preferred embodiments accompanied with figures are described in detail below.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural view of a retaining wall structure made of bulk concrete according to an embodiment of the present utility model.
Fig. 2 is a schematic perspective view of a high-volume concrete retaining wall structure according to an embodiment of the present utility model.
Fig. 3 is a schematic structural view of a high-volume concrete retaining wall structure according to an embodiment of the present utility model.
Fig. 4 is a schematic structural view of a fixing base in a large-volume concrete retaining wall structure according to an embodiment of the present utility model.
Fig. 5 is a schematic structural view of a pressure-bearing plate of a high-volume concrete retaining wall structure according to an embodiment of the present utility model.
In the figure: 1-main body wall, 2-longitudinal stress rod groove, 3-longitudinal stress rod, 4-transverse stress rod groove, 5-longitudinal stress rod fixing groove, 6-pressure stress plate, 7-screw cap, 8-transverse stress rod, 9-anti-slip base, 10-fixing rod, 11-longitudinal stress rod connecting pipe, 12-bolt fixing rod, 13-pair reserved fixing rod, 14-stress bottom plate, 15-bolt hole, 16-pressure stress plate limit rod, 17-stress bottom plate limit rod, 18-bolt, 19-transverse stress steel bar, 20-main reserved fixing rod, 21-longitudinal stress steel bar, 22-main reserved fixing hole, 23-connecting steel bar and 24-pair reserved fixing hole.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1 to 5, the large-volume concrete retaining wall structure according to the embodiment of the utility model includes a main body wall 1, a longitudinal stress rod groove 2, a longitudinal stress rod 3, a transverse stress rod groove 4, a longitudinal stress rod fixing groove 5, a pressure stress plate 6, a nut 7, a transverse stress rod 8, an anti-slip base 9, a fixing rod 10, a longitudinal stress rod connecting pipe 11, a bolt fixing rod 12, a secondary reserved fixing rod 13, a stress bottom plate 14, a bolt hole 15, a pressure stress plate limiting rod 16, a stress bottom plate limiting rod 17, a bolt 18, a transverse stress steel bar 19, a main reserved fixing rod 20, a longitudinal stress steel bar 21, a main reserved fixing hole 22, a connecting steel bar 23 and a secondary reserved fixing hole 24. Specifically, a plurality of pressure stress plates 6 are arranged at the upper end of the main body wall 1, a pressure stress plate limiting rod 16 is arranged at the center of the lower end of the pressure stress plate 6, bolt holes 15 are formed at two sides of the pressure stress plate 6, bolts 18 are arranged in the bolt holes 15, a fixing rod 10 is arranged at the upper end of the main body wall 1 and close to the bolts 18, a longitudinal stress rod connecting pipe 11 is arranged at the outer end of the fixing rod 10, two bolt fixing rods 12 are arranged at the upper end of the fixing rod 10, bolts 18 are arranged at the upper end of the bolt fixing rods 12, a nut 7 is arranged at the top of the bolt 18, a longitudinal stress rod groove 2 is formed at one end of the stress rod connecting pipe 11, a longitudinal stress rod 3 is movably connected in the stress rod groove 2, a longitudinal stress rod fixing groove 5 is formed at one end of the longitudinal stress rod 3, the stress rod fixing groove 5 is formed in the upper end of the anti-slip base 9, a transverse stress rod 8 is arranged at one end of the anti-slip base 9, a transverse stress rod groove 4 is formed in one end of the transverse stress rod 8, a stress bottom plate limiting rod 17 is arranged at the lower end of the fixing rod 10, a stress bottom plate 14 is arranged at the lower end of the stress bottom plate limiting rod 17, a main reserved fixing hole 22 is formed in the upper end of the main body wall 1, main reserved fixing holes 22 are formed in two ends of the main reserved fixing rod 20, auxiliary reserved fixing rods 13 are arranged at the lower end of the main body wall 1, a plurality of transverse stress steel bars 19 are arranged in the main body wall 1, connecting steel bars 23 are arranged at one end of the transverse stress steel bars 19, and a plurality of longitudinal stress steel bars 21 are arranged at the outer ends of the transverse stress steel bars 19.
The working principle of the utility model is as follows: a large-volume concrete retaining wall structure is characterized in that after two transverse stress steel bars 19 are fixed by using connecting steel bars 23, longitudinal stress steel bars 21 are uniformly arranged on the outer side of the stress steel bars 19, a main reserved fixing rod 20 is arranged at the upper end of a steel bar structure, an auxiliary reserved fixing rod 13 is arranged at the lower end of the steel bar structure, a plurality of fixing rods 10 are uniformly embedded in the steel bar structure, two longitudinal stress rod connecting pipes 11 are uniformly fixed on the outer side of the fixing rods 10, two transverse stress rod grooves 4 are reserved, a stress bottom plate limiting rod 17 is arranged at the lower end of each fixing rod 10, a pressure stress plate limiting rod 16 is arranged at the upper end of each fixing rod 10, the steel bar structure is poured and fixed to form a main body wall 1 by using concrete, the longitudinal stress rods 3 are arranged in the longitudinal stress rod grooves 2, the longitudinal stress rods 3 are fixed in the longitudinal stress rod fixing grooves 5, and the transverse stress rods 8 are fixed in the reserved transverse stress rod grooves 4. The utility model can better release pressure to the fixing rod 10 when receiving longitudinal pressure, share the longitudinal pressure for the main body wall 1, can provide better stress points when sharing the longitudinal pressure for the fixing rod 10 due to the stress bottom plate 14, can disassemble the longitudinal stress rod 3 and the transverse stress rod 8 when needed, thereby connecting the scaffold to connect the scaffold at equal intervals on each wall surface, can add fixed points for the scaffold when needed to fix the scaffold due to the main reserved fixing rod 20, can utilize the detachable connecting bolt to connect the pressure stress plate 6 due to the bolt holes 15, can better limit and fix the stress bottom plate 14 due to the bottom plate limiting rod 17, and can disassemble the scaffold at any time when needed.
In the description of the present utility model, it should be understood that the directions or positional relationships indicated by the terms "upper", "lower", "bottom", "inner", "outer", etc., are based on the directions or positional relationships shown in the drawings, are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
In the description of the present utility model, the meaning of "plurality" means at least two, for example, two, three, etc., unless specifically defined otherwise.
In the present utility model, unless explicitly specified and limited otherwise, the terms "connected," "connected," and the like are to be construed broadly, and may be fixedly connected, detachably connected, or integrally formed, for example; may be mechanically connected, may be electrically connected or may be in communication with each other; either directly or indirectly, through intermediaries, or both, may be in communication with each other or in interaction with each other, unless expressly defined otherwise. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
In the present utility model, unless expressly stated or limited otherwise, a first feature "up" or "down" a second feature may be the first and second features in direct contact, or the first and second features in indirect contact via an intervening medium. Moreover, a first feature being "above," "over" and "on" a second feature may be a first feature being directly above or obliquely above the second feature, or simply indicating that the first feature is level higher than the second feature. The first feature being "under", "below" and "beneath" the second feature may be the first feature being directly under or obliquely below the second feature, or simply indicating that the first feature is less level than the second feature.
Finally, it should be noted that: the above examples are only specific embodiments of the present utility model, and are not intended to limit the scope of the present utility model, but it should be understood by those skilled in the art that the present utility model is not limited thereto, and that the present utility model is described in detail with reference to the foregoing examples: any person skilled in the art may modify or easily conceive of the technical solution described in the foregoing embodiments, or perform equivalent substitution of some of the technical features, while remaining within the technical scope of the present disclosure; such modifications, changes or substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present utility model, and are intended to be included in the scope of the present utility model. Therefore, the protection scope of the present utility model shall be subject to the protection scope of the claims.
Claims (7)
1. The utility model provides a bulky concrete retaining wall structure, its characterized in that, includes main part wall (1), the upper end of main part wall (1) is provided with a plurality of pressure atress boards (6), vertical dead lever (10) that are located every pressure atress board (6) below that are provided with in main part wall (1), the lower extreme of dead lever (10) is connected with atress bottom plate gag lever post (17), atress bottom plate gag lever post (17) lower extreme is connected with atress bottom plate (14), atress bottom plate (14) are located the bottom of main part wall (1), bolt hole (15) have been seted up to the position that is close to both sides on pressure atress board (6), all be provided with bolt (18) in bolt hole (15), the upper end both sides of dead lever (10) are connected with two bolt dead levers (12), bolt dead lever (12) are connected with corresponding bolt (18), the outside of dead lever (10) is connected with vertical atress pole (11), the one end of atress pole (11) is provided with vertical connecting pipe (2), atress pole (3) are connected with vertical movable connection groove (2).
2. The high-volume concrete retaining wall structure according to claim 1, further comprising an anti-slip base (9), wherein the anti-slip base (9) is located on the ground on one side of the main body wall (1), a stress rod fixing groove (5) is formed in the anti-slip base (9), and one end of the longitudinal stress rod (3) is arranged in the longitudinal stress rod fixing groove (5).
3. A high volume concrete retaining wall structure according to claim 2, wherein the side of the anti-slip base (9) adjacent to the main body wall (1) is connected with a transverse stress rod (8), and the transverse stress rod (8) is connected with the main body wall (1).
4. The high-volume concrete retaining wall structure according to claim 1, wherein a main reserved fixing rod (20) is horizontally arranged at a position close to the upper end in the main body wall (1), and main reserved fixing holes (22) are formed in two ends of the main reserved fixing rod (20).
5. The high-volume concrete retaining wall structure according to claim 1, wherein auxiliary reserved fixing rods (13) are horizontally arranged in the main body wall (1) at positions close to the lower end, and a plurality of transverse stress steel bars (19) are further arranged in the main body wall (1).
6. The high-volume concrete retaining wall structure according to claim 5, wherein one ends of the transverse stress steel bars (19) are connected by connecting steel bars (23), and a plurality of longitudinal stress steel bars (21) are arranged on the outer side of the transverse stress steel bars (19).
7. A high volume concrete retaining wall structure according to claim 1, characterized in that the centre of the lower end face of the pressure-bearing plate (6) is provided with a pressure-bearing plate stop lever (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322479395.5U CN221095196U (en) | 2023-09-12 | 2023-09-12 | Large-volume concrete retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322479395.5U CN221095196U (en) | 2023-09-12 | 2023-09-12 | Large-volume concrete retaining wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221095196U true CN221095196U (en) | 2024-06-07 |
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ID=91328973
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322479395.5U Active CN221095196U (en) | 2023-09-12 | 2023-09-12 | Large-volume concrete retaining wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221095196U (en) |
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2023
- 2023-09-12 CN CN202322479395.5U patent/CN221095196U/en active Active
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