CN219343303U - Adjustable contained angle formula assembly retaining wall - Google Patents
Adjustable contained angle formula assembly retaining wall Download PDFInfo
- Publication number
- CN219343303U CN219343303U CN202320394359.6U CN202320394359U CN219343303U CN 219343303 U CN219343303 U CN 219343303U CN 202320394359 U CN202320394359 U CN 202320394359U CN 219343303 U CN219343303 U CN 219343303U
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- bottom plate
- prefabricated bottom
- plate
- vertical plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 230000007246 mechanism Effects 0.000 claims abstract description 5
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 17
- 238000009434 installation Methods 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 7
- 230000008569 process Effects 0.000 description 5
- 239000002689 soil Substances 0.000 description 5
- 238000005266 casting Methods 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Landscapes
- Retaining Walls (AREA)
Abstract
The utility model discloses an angle-adjustable assembled retaining wall, and relates to the field of civil engineering construction and construction safety protection. Including prefabricated riser and prefabricated bottom plate, prefabricated bottom plate upper end left side is provided with curved pivot fixed pin, and the lower extreme that the pivot fixed pin runs through prefabricated riser makes and rotates between prefabricated riser and the prefabricated bottom plate to be connected, and adopts supporting mechanism to carry out adjustable spacing between prefabricated bottom plate upper end right side and the prefabricated riser back, and supporting mechanism includes a plurality of prefabricated bottom plate latches that prefabricated bottom plate upper end right side set up and a plurality of prefabricated riser latches that prefabricated riser back set up, and is connected through a plurality of backup pads between prefabricated riser back and the prefabricated bottom plate upper end right side, the backup pad both ends respectively with prefabricated riser latch and prefabricated bottom plate latch looks butt. The technology of the utility model has the advantages of easy installation and disassembly, large-scale complex and changeable construction environment, and more manpower and time consumption when temporarily constructing.
Description
Technical Field
The utility model relates to the field of civil engineering construction and construction safety protection, in particular to an angle-adjustable assembled retaining wall.
Background
In a large amount of engineering construction in many fields such as construction, bridge and water conservancy, the retaining wall is required to be applied, and 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, but the existing on-site casting retaining wall has the problems of quality, construction period, material transportation, environmental pollution and the like, for example, the retaining wall structure with the application number of CN202222126266.3 is directly cast, cannot be disassembled and recycled, the time interval from casting to use is long, and the subsequent treatment still needs to be invested in cost and generates a large amount of waste materials.
Disclosure of Invention
Aiming at the defects of the prior art, the utility model provides the retaining wall capable of adjusting the included angle for assembly, which has the advantages of easy installation and disassembly, large-scale complex and changeable construction environment and more manpower and time consumption in temporary construction.
In order to solve the technical problems, the utility model provides the following technical scheme:
the utility model provides an adjustable contained angle formula assembly retaining wall, is used for retaining soil's prefabricated riser of main part and the prefabricated bottom plate that the level set up including horizontal setting, prefabricated riser install in the pivoted spout of prefabricated bottom plate, prefabricated riser and prefabricated bottom plate are connected and fixed by curved pivot fixed pin, prefabricated riser back with be supported by three backup pad between prefabricated bottom plate upper end right side, a plurality of prefabricated bottom plate latches that set up on prefabricated bottom plate upper end right side, prefabricated riser back sets up a plurality of prefabricated riser latches, the backup pad by latch bottom groove is fixed, and this overall structure is supporting mechanism, and through this structure, whole form is adjustable, and it is convenient to install and dismantle. The prefabricated bottom plate is characterized by further comprising mortise and tenon structural members, wherein the mortise and tenon structural members are used for fixing adjacent assembled retaining walls with adjustable included angles on two sides of the prefabricated bottom plate, and the integral structural strength of the assembled retaining walls is reinforced. The construction method has the advantages that the construction quality can be improved, the construction time can be saved, and the adaptability is wide due to the fact that the construction method is adopted and the included angle of the retaining wall can be adjusted. For example, the assembled structure is more important, and the stress defect in the using process of the structure can be overcome from the construction angle, so that the construction cost is saved.
Preferably, the prefabricated bottom plate latch, the joint of the prefabricated vertical plate latch and the supporting plate are provided with grooves for limiting the supporting plate
Preferably, the prefabricated bottom plate latch and the prefabricated vertical plate latch are in longitudinal right-angle triangle structures, and the supporting plate is abutted with right-angle edges of the prefabricated bottom plate latch and the prefabricated vertical plate latch.
Preferably, the bottom end of the prefabricated vertical plate is arc-shaped, a rotating shaft sliding groove matched with the bottom end of the prefabricated vertical plate is arranged on the left side of the upper end of the prefabricated bottom plate, and the bottom of the prefabricated vertical plate is inserted into the rotating shaft sliding groove and is in sliding connection with the inner wall of the rotating shaft sliding groove.
Preferably, a plurality of mortise and tenon structures for splicing and fixing another prefabricated bottom plate are arranged on two sides of the prefabricated bottom plate.
Preferably, the mortise and tenon structure comprises a slot formed in the side edge of the prefabricated bottom plate and a mortise and tenon structure bolt inserted into the slot, the length of the mortise and tenon structure bolt is twice the depth of the slot, and the mortise and tenon structure bolt and the slot are fixed by fixing screws penetrating through the prefabricated bottom plate.
By means of the technical scheme, the utility model provides the assembly retaining wall with the adjustable included angle, which has the following beneficial effects:
1. according to the utility model, the retaining wall can be adjusted at multiple angles through the arrangement of the structures such as the prefabricated vertical plate clamping teeth, the prefabricated vertical plates, the supporting plates, the prefabricated bottom plate clamping teeth, the prefabricated bottom plates and the rotating shaft fixing pins, casting is not needed in the whole process, the whole disassembly and the installation are convenient, the disassembly and the recovery can be realized after the use are finished, the use cost is greatly reduced, the consumable use is reduced, and the retaining wall is more environment-friendly.
2. According to the utility model, the angle between the retaining wall and the ground can be adjusted through the mortise-tenon structure slot, the mortise-tenon structure bolt and the screw hole site structure at the joint, and a plurality of parts are combined and fixed so as to adapt to the requirements of more different working environments.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this application:
FIG. 1 is a schematic perspective view of the present utility model;
FIG. 2 is a schematic view of the structure of the joint of the present utility model;
FIG. 3 is a partial schematic view of the present utility model;
fig. 4 is a schematic side view of the present utility model.
In the figure: 1. prefabricating vertical plate clamping teeth; 2. prefabricating vertical plates; 3, supporting a plate; 4. a mortise and tenon structure slot; 5. prefabricating bottom plate latch teeth; 6, prefabricating a bottom plate; 7. a screw hole site; 8. the mortise and tenon structure bolt; 9. a rotating shaft chute; 10. a rotation shaft fixing pin.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only 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.
An adjustable angle assembled retaining wall according to some embodiments of the present utility model is described below with reference to the accompanying drawings.
Examples:
referring to fig. 1-4, the retaining wall capable of adjusting the included angle comprises a prefabricated vertical plate 2 for blocking earth and sand, wherein in the assembling process, a prefabricated bottom plate 6 is installed to a required position, the prefabricated vertical plate 2 is placed on a rotating shaft sliding groove 9 on the prefabricated bottom plate 6, after being adjusted to a proper angle, the prefabricated vertical plate 2 and the prefabricated bottom plate 6 can be rotated by taking the rotating shaft sliding groove 9 as an axis after being fixed in a rotating connection mode by using a rotating shaft fixing pin 10, three support plates 3 are installed by selecting proper prefabricated vertical plate clamping teeth 1 and prefabricated bottom plate clamping teeth 5 on the prefabricated vertical plate 2 and the prefabricated bottom plate 6, the support plates 3 are installed in from the side face and clamped into clamping tooth bottom grooves, so that the support plates 3 cannot slide, gaps between the rotating shaft sliding groove 9 of the prefabricated vertical plate 2 and the prefabricated bottom plate 6 and gaps between the support plates 3 and the prefabricated bottom plate clamping grooves 5 are filled with mortar materials after being fixed, the fact that the subsequent relative sliding is avoided, under the construction condition that a plurality of prefabricated bottom plates 6 are required to be installed, the prefabricated bottom plate 4 and the adjacent bottom plate 6 are meshed with a prefabricated bottom plate 6 through a triangular bolt hole position and an auxiliary bolt structure, and an auxiliary bolt structure are formed, and the prefabricated bottom plate is firmly meshed with the prefabricated bottom plate 6, and the prefabricated bottom plate is installed in a required triangular structure, and the prefabricated bottom plate 6.
It should be noted that the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides an adjustable contained angle formula assembly retaining wall, includes prefabricated riser (2) of vertical setting and prefabricated bottom plate (6) of level setting, its characterized in that: an arc-shaped rotating shaft fixing pin (10) is arranged on the left side of the upper end of the prefabricated bottom plate (6), the rotating shaft fixing pin (10) penetrates through the lower end of the prefabricated vertical plate (2) to enable the prefabricated vertical plate (2) to be rotationally connected with the prefabricated bottom plate (6), and a supporting mechanism is adopted between the right side of the upper end of the prefabricated bottom plate (6) and the back of the prefabricated vertical plate (2) to conduct adjustable limiting;
the support mechanism comprises a plurality of prefabricated bottom plate clamping teeth (5) arranged on the right side of the upper end of a prefabricated bottom plate (6) and a plurality of prefabricated vertical plate clamping teeth (1) arranged on the back of a prefabricated vertical plate (2), the back of the prefabricated vertical plate (2) is connected with the right side of the upper end of the prefabricated bottom plate (6) through a plurality of support plates (3), and two ends of each support plate (3) are respectively abutted to the prefabricated vertical plate clamping teeth (1) and the prefabricated bottom plate clamping teeth (5).
2. An adjustable angle assembled retaining wall according to claim 1, wherein: the prefabricated bottom plate latch (5), the prefabricated vertical plate latch (1) and the supporting plate (3) are provided with grooves for limiting the supporting plate (3) at the joint.
3. An adjustable angle assembled retaining wall according to claim 1, wherein: the prefabricated bottom plate latch (5) and the prefabricated vertical plate latch (1) are of longitudinal right-angle triangular structures, and the supporting plate (3) is abutted to the right-angle edges of the prefabricated bottom plate latch (5) and the prefabricated vertical plate latch (1).
4. An adjustable angle assembled retaining wall according to claim 1, wherein: the bottom of the prefabricated vertical plate (2) is arc-shaped, a rotating shaft sliding groove (9) matched with the bottom of the prefabricated vertical plate (2) is formed in the left side of the upper end of the prefabricated bottom plate (6), and the bottom of the prefabricated vertical plate (2) is inserted into the rotating shaft sliding groove (9) and is in sliding connection with the inner wall of the rotating shaft sliding groove (9).
5. An adjustable angle assembled retaining wall according to claim 1, wherein: and a plurality of mortise and tenon structures for splicing and fixing the other prefabricated bottom plate (6) are arranged on two sides of the prefabricated bottom plate (6).
6. An adjustable angle assembled retaining wall in accordance with claim 5, wherein: the mortise and tenon structure comprises a slot formed in the side edge of a prefabricated bottom plate (6) and a mortise and tenon structure plug pin (8) inserted into the slot, the length of the mortise and tenon structure plug pin (8) is twice the depth of the slot, and the mortise and tenon structure plug pin (8) and the slot are fixed by fixing screws penetrating through the prefabricated bottom plate (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320394359.6U CN219343303U (en) | 2023-03-06 | 2023-03-06 | Adjustable contained angle formula assembly retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320394359.6U CN219343303U (en) | 2023-03-06 | 2023-03-06 | Adjustable contained angle formula assembly retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219343303U true CN219343303U (en) | 2023-07-14 |
Family
ID=87076291
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320394359.6U Active CN219343303U (en) | 2023-03-06 | 2023-03-06 | Adjustable contained angle formula assembly retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219343303U (en) |
-
2023
- 2023-03-06 CN CN202320394359.6U patent/CN219343303U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN219343303U (en) | Adjustable contained angle formula assembly retaining wall | |
| CN213683317U (en) | Assembly type building reinforcing assembly | |
| CN214328996U (en) | Basement outer wall post-cast strip antiseep system | |
| CN111501846B (en) | Water stop steel plate supporting structure of foundation bottom plate post-cast strip | |
| CN110258514B (en) | Steel guide wall for underground continuous wall and construction method thereof | |
| CN211621653U (en) | Steel-pipe pile foundation reinforced structure | |
| CN214497543U (en) | Wall structure is led in construction of basement enclosure | |
| CN211922354U (en) | Sound insulation board convenient to mount for road | |
| CN221255746U (en) | Civil engineering pre-buried component | |
| CN211816341U (en) | Bridge cofferdam structure | |
| CN210369457U (en) | Wall structure of integrated house | |
| CN113944171A (en) | Foundation pit construction supporting device is built in room | |
| CN221297942U (en) | Splicing structure for transverse connection of prefabricated underground continuous wall | |
| CN211621235U (en) | Pier stud template reinforced structure | |
| CN217414406U (en) | Detachable pedestal of recycled concrete prefabricated box culvert | |
| CN217105162U (en) | Be applicable to municipal construction ground-based support strengthening mechanism | |
| CN117188527B (en) | Leakage-proof device for basement outer wall and construction method | |
| CN213773832U (en) | Connection structure of assembled concrete wallboard | |
| CN221778479U (en) | Foundation pit diagonal bracing structure | |
| CN214784098U (en) | Connecting structure of concrete continuous open caisson | |
| CN216840979U (en) | Precast concrete slab column formula enclosure | |
| CN219387156U (en) | Silo bare concrete slip form construction device | |
| CN213419018U (en) | A auxiliary device for foundation ditch side slope punches | |
| CN203347258U (en) | Existing masonry building assembled type anti-seismic reinforcing structure | |
| CN219951654U (en) | Combined steel bridge structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240409 Address after: 332700 Inside the Sande Clothing Factory in Diaoyutai Industrial Park, Pengze County, Jiujiang City, Jiangxi Province Patentee after: Jiujiang Yuchang Construction Engineering Co.,Ltd. Country or region after: China Address before: 246300 No. 5, Yuanhuai Road, Yuantan Town, Qianshan City, Anqing City, Anhui Province Patentee before: Anhui Juyuan Construction Group Co.,Ltd. Country or region before: China |