CN221297966U - Hydraulic engineering retaining wall structure - Google Patents
Hydraulic engineering retaining wall structure Download PDFInfo
- Publication number
- CN221297966U CN221297966U CN202323267529.3U CN202323267529U CN221297966U CN 221297966 U CN221297966 U CN 221297966U CN 202323267529 U CN202323267529 U CN 202323267529U CN 221297966 U CN221297966 U CN 221297966U
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- prefabricated
- retaining wall
- wall structure
- hydraulic engineering
- baffle
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Abstract
本实用新型涉及一种水利工程挡土墙结构，包括预制立架、预制挡板和预制顶座；若干预制立架沿水渠的长度方向间隔布置在水渠的两侧部，预制立架的截面呈H形状，预制立架的两侧具有侧槽；预制挡板设在相邻两预制立架之间，并竖直向上累加叠放，预制挡板的两端对称设有卡块，卡块对应卡设于同侧的侧槽内。本实用新型提供的挡土墙结构由若干预制立架、预制挡板和预制顶座组成，将挡土墙结构分为三套小巧的预制件，不仅体积小，且重量轻，方便运输和现场转运及装配施工，预制立架、预制挡板和预制顶座的装配步骤井然有序，操作步骤以及施工工艺高度一致，有效降低装配难度，提高施工效率，且具备良好的抗冲击效果，能够应对洪灾或急流等情况。
The utility model relates to a retaining wall structure of a water conservancy project, including a prefabricated frame, a prefabricated baffle and a prefabricated top seat; a plurality of prefabricated frames are arranged at intervals on both sides of the water channel along the length direction of the water channel, the cross section of the prefabricated frame is in an H shape, and the two sides of the prefabricated frame have side grooves; the prefabricated baffle is arranged between two adjacent prefabricated frames and is vertically stacked upward, and blocks are symmetrically arranged at both ends of the prefabricated baffle, and the blocks are correspondingly arranged in the side grooves on the same side. The retaining wall structure provided by the utility model is composed of a plurality of prefabricated frames, prefabricated baffles and prefabricated top seats, and the retaining wall structure is divided into three sets of compact prefabricated parts, which are not only small in size, but also light in weight, convenient for transportation, on-site transfer and assembly construction, the assembly steps of the prefabricated frames, prefabricated baffles and prefabricated top seats are orderly, the operation steps and the construction process are highly consistent, which effectively reduces the difficulty of assembly, improves the construction efficiency, and has a good impact resistance effect, and can cope with floods or rapids.
Description
Technical Field
The utility model relates to the technical field of hydraulic engineering, in particular to a hydraulic engineering retaining wall structure.
Background
The hydraulic engineering is used for controlling and allocating surface water and underground water in the nature, achieves the purpose of removing damage and benefiting, mainly comprises flood control engineering, farmland hydraulic engineering, hydraulic power generation engineering, water and soil conservation engineering, environmental hydraulic engineering and the like, in the farmland hydraulic engineering, a ditch can be constructed to drain water, the construction process of the ditch is usually divided into a branch template and concrete casting and forming in the template, the ditch wall of the ditch can be formed after the concrete is dried, the ditch wall can block water and soil on two sides, and therefore the ditch wall is also called as a retaining wall.
The construction mode needs to wait for the concrete to be dried and then can be put into use, and the whole construction is carried out for a long time until the construction period is finished, so that a prefabricated retaining wall is generally used in the prior art, the prefabricated member is transported to a construction site, the assembly construction is completed on the construction site, the construction period is greatly shortened, and the retaining wall structure is guaranteed to be put into use rapidly.
However, the prefabricated structure of the retaining wall for assembly in the prior art is large in size, heavy, inconvenient to transport and transfer, difficult to flexibly transfer, unfavorable for on-site assembly, complex in assembly steps of the prefabricated structure, and low in construction efficiency.
Disclosure of utility model
The utility model aims to provide a hydraulic engineering retaining wall structure which is convenient to transport, assemble and construct and high in efficiency, and effectively solves the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions.
A retaining wall structure of hydraulic engineering comprises a prefabricated vertical frame, a prefabricated baffle plate and a prefabricated top seat; the prefabricated vertical frames are arranged at two side parts of the water channel at intervals along the length direction of the water channel, the cross sections of the prefabricated vertical frames are H-shaped, and side grooves are formed in two sides of the prefabricated vertical frames; the prefabricated baffle plates are arranged between two adjacent prefabricated vertical frames and are vertically stacked up in an accumulated mode, clamping blocks are symmetrically arranged at two ends of the prefabricated baffle plates, and the clamping blocks are correspondingly clamped in side grooves at the same side; the prefabricated footstock includes riser and diaphragm, and the riser is established between two adjacent prefabricated stands and is located the top of prefabricated baffle at top, and the both ends of riser correspond the card and locate in the side groove of homonymy.
Therefore, the retaining wall structure provided by the utility model consists of a plurality of prefabricated stand frames, the prefabricated baffle plates and the prefabricated footstock, and is divided into three small prefabricated members, so that the retaining wall structure is small in size, light in weight, convenient to transport, transport on site, assemble and construct, and the assembling steps of the prefabricated stand frames, the prefabricated baffle plates and the prefabricated footstock are orderly, the operating steps and the construction process are highly consistent, the assembling difficulty is effectively reduced, and the construction efficiency is improved.
Further, the bottom of the prefabricated stand is provided with a base, the upper surface of the base is provided with a clamping rod positioned in the side groove, and the clamping rod extends vertically upwards on the side groove correspondingly; the clamping block is provided with a first through hole which vertically penetrates up and down and is matched with the clamping rod in an inserting way; two ends of the vertical plate are provided with second through holes which vertically penetrate and are matched with the clamping rods in an inserting way.
When arranging prefabricated baffle between two prefabricated stands, need from top to bottom put into to guarantee in the first perforation on the clamping block is corresponding to the clamping lever, utilize clamping lever and first fenestrate to insert and establish and provide spacing effect to the clamping block, further increased the fastness that clamping block and side slot card were established, when arranging the riser between two prefabricated stands, the same is put into from top to bottom, and guarantee in the clamping lever corresponds to insert the second perforation, utilize clamping lever and the fenestrate interpolation of second to provide spacing effect to the riser, further increased the fastness that riser and side slot card were established, thereby effectively improve holistic stability after the assembly.
Further, the transverse plate is fixed on the side surface of the vertical plate, which is away from the canal, and is close to the top end of the vertical plate; the vertical plate and the transverse plate are in an inverted L shape, and the bottom surface of the transverse plate is attached to the ground supports at the two sides of the canal.
Through setting up the diaphragm in riser top, after whole equipment, the diaphragm can support the laminating with the ground of ditch both sides, provides stable support, further guarantees retaining wall structure holistic stability for this device possesses good impact resistance effect, can deal with conditions such as flood or rapid current.
Further, the railing is arranged on one side of the upper surface of the transverse plate, which faces water, and the convex rib strips are arranged on the prefabricated baffle, which faces water.
Through setting up the railing in diaphragm top, provide the guard action to the people who walks the canal, avoid people excessively to approach to fall into the canal and take place danger. Through set up bead strip on prefabricated baffle, even if when people fall into the ditch is inside, upwards climb through conveniently exerting oneself with the help of bead strip to deal with emergency.
Further, the bottom of the base is fixed with an auxiliary Jiang Zhu extending vertically downwards, and two auxiliary Jiang Zhu are arranged on the same base.
When arranging prefabricated grudging post in canal both sides, through assisting Jiang Zhu with the base bottom, insert the canal bottom, provide effective support to prefabricated grudging post, guarantee that prefabricated grudging post is more firm.
Further, a yielding groove is arranged on one side, far away from the ditch, of the transverse plate, and the yielding groove vertically penetrates through the upper surface and the lower surface of the transverse plate.
Landscape plants can be planted in soil in the range of the abdication groove, so that the overall aesthetic property is improved.
Compared with the prior art, the utility model has the following beneficial effects.
1. The retaining wall structure provided by the utility model consists of a plurality of prefabricated vertical frames, the prefabricated baffle plates and the prefabricated footstock, and is divided into three small prefabricated members, so that the retaining wall structure is small in size, light in weight, convenient to transport, transport on site and assemble and construct, and the assembling steps of the prefabricated vertical frames, the prefabricated baffle plates and the prefabricated footstock are orderly, the operating steps and the construction process are consistent in height, the assembling difficulty is effectively reduced, and the construction efficiency is improved.
2. According to the utility model, the clamping rod is matched with the first perforation and the second perforation in an inserting way, a limiting effect is provided for the prefabricated baffle and the vertical plate, and the transverse plate is arranged above the vertical plate, so that after the integral assembly is completed, the transverse plate can be attached to the ground supports on two sides of the canal, a stable support is provided, the integral stability of the retaining wall structure is further ensured, the device has a good impact resistance effect, and flood or rapid flow and other conditions can be handled.
Drawings
FIG. 1 is a perspective view of the overall structure of the present utility model;
FIG. 2 is a schematic view of a partial cross-sectional structure of the present utility model;
FIG. 3 is a schematic view showing the construction of a prefabricated stand according to the present utility model in detail;
FIG. 4 is a schematic view showing the construction of a prefabricated baffle plate according to the present utility model in detail;
fig. 5 is a schematic diagram showing a detail structure of a prefabricated top seat according to the present utility model.
In the figure: 1. prefabricating a vertical frame; 101. a side groove; 11. a base; 12. a clamping rod; 13. auxiliary Jiang Zhu; 2. prefabricating a baffle; 21. a clamping block; 211. a first perforation; 22. a rib strip; 3. prefabricating a top seat; 31. a riser; 311. a second perforation; 32. a cross plate; 321. railing; 322. and (5) giving way.
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.
Referring to fig. 1 to 5, the retaining wall structure for hydraulic engineering provided by the utility model comprises a prefabricated stand 1, a prefabricated baffle 2 and a prefabricated top seat 3; the prefabricated vertical frames 1 are arranged at intervals on two side parts of the water channel along the length direction of the water channel, the cross sections of the prefabricated vertical frames 1 are H-shaped, and side grooves 101 are formed in two sides of the prefabricated vertical frames 1; the prefabricated baffle plates 2 are arranged between two adjacent prefabricated vertical frames 1 and are vertically stacked in an upward accumulation mode, clamping blocks 21 are symmetrically arranged at two ends of each prefabricated baffle plate 2, and the clamping blocks 21 are correspondingly clamped in side grooves 101 at the same side; the prefabricated footstock 3 includes riser 31 and diaphragm 32, and riser 31 establishes between two adjacent prefabricated risers 1 and is located the top of prefabricated baffle 2 at the top, and the both ends of riser 31 correspond the card and locate in the side groove 101 of homonymy.
When the retaining wall structure provided by the utility model is assembled and constructed, the prefabricated stand frames 1 are firstly arranged at two sides of a water channel at intervals along the length direction of the water channel, then four prefabricated baffle plates 2 are sequentially stacked between two adjacent prefabricated stand frames 1 in an accumulating mode, clamping blocks 21 on two sides of the prefabricated baffle plates 2 are correspondingly clamped into side grooves 101 on the same side, then a vertical plate 31 is arranged between the two adjacent prefabricated stand frames 1, namely the vertical plate 31 is positioned above the prefabricated baffle plates 2 on the uppermost layer, and two sides of the vertical plate 31 are correspondingly clamped into the side grooves 101 on the same side, so that the integral assembly of the retaining wall structure can be completed. The retaining wall structure is composed of a plurality of prefabricated vertical frames 1, prefabricated baffle plates 2 and prefabricated footstands 3, the retaining wall structure is divided into three small prefabricated members, the size is small, the weight is light, transportation, site transportation and assembly construction are convenient, the assembly steps of the prefabricated vertical frames 1, the prefabricated baffle plates 2 and the prefabricated footstands 3 are orderly, the operation steps and the construction process are highly consistent, the assembly difficulty is effectively reduced, and the construction efficiency is improved.
Specifically, the bottom of the prefabricated stand 1 is provided with a base 11, the upper surface of the base 11 is provided with a clamping rod 12 positioned in the side groove 101, and the clamping rod 12 extends vertically upwards on the side groove 101 correspondingly; the clamping block 21 is provided with a first through hole 211 which vertically penetrates up and down and is matched with the clamping rod 12 in an inserting way; the two ends of the vertical plate 31 are provided with second through holes 311 which vertically penetrate up and down and are matched with the clamping rods 12 in an inserting way. When placing prefabricated baffle 2 between two prefabricated risers 1, need put into from top to bottom to guarantee in clamping lever 12 corresponds the first perforation 211 of inserting on fixture block 21, utilize the inserting of clamping lever 12 and first perforation 211 to provide spacing effect to fixture block 21, further increased the fastness that fixture block 21 and side channel 101 card were established, when placing riser 31 between two prefabricated risers 1, the same is put into from top to bottom, and guarantee clamping lever 12 corresponds and insert in the second perforation 311, utilize the inserting of clamping lever 12 and second perforation 311 to provide spacing effect to riser 31, further increased the fastness that riser 31 and side channel 101 card were established, thereby effectively improve holistic stability after the assembly.
Specifically, the cross plate 32 is fixed on the side of the riser 31 facing away from the canal and near the top end of the riser 31; the vertical plate 31 and the transverse plate 32 are in an inverted L shape, and the bottom surface of the transverse plate 32 is attached to the ground support at two sides of the ditch. Through setting up diaphragm 32 in riser 31 top, after whole equipment, diaphragm 32 can support the laminating with the ground of ditch both sides, provides stable support, further guarantees retaining wall structure holistic stability for this device possesses good impact resistance effect, can deal with conditions such as flood disaster or rapid current.
Specifically, the side of the upper surface of the transverse plate 32 facing water is provided with a railing 321, and the prefabricated baffle 2 facing water is provided with a convex rib strip 22. By providing the rail 321 above the cross plate 32, a protective effect is provided to a person who passes through the canal, and the danger caused by the person falling into the canal excessively is avoided. By providing the bead strips 22 on the prefabricated baffle plate 2, even when people fall into the canal, the people can conveniently climb upwards by exerting force through the bead strips 22 so as to deal with emergency.
Specifically, the bottom of the base 11 is fixed with an auxiliary Jiang Zhu extending vertically downward, and two auxiliary Jiang Zhu 13 are arranged on the same base 11. When arranging prefabricated grudging post 1 in canal both sides, through assisting Jiang Zhu with the base 11 bottom, insert the canal bottom, provide effective support to prefabricated grudging post 1, guarantee that prefabricated grudging post 1 is more firm.
Specifically, a relief groove 322 is provided on a side of the cross plate 32 away from the canal, and the relief groove 322 vertically penetrates the upper and lower surfaces of the cross plate 32. Landscape plants can be planted in soil within the range of the relief groove 322, so that the overall aesthetic property is improved.
The foregoing detailed description of the utility model has been presented in conjunction with a specific embodiment, and it is not intended that the utility model be limited to such detailed description. Several equivalent substitutions or obvious modifications will occur to those skilled in the art to which this utility model pertains without departing from the spirit of the utility model, and the same should be considered to be within the scope of this utility model as defined in the appended claims.
Claims (6)
1. The hydraulic engineering retaining wall structure is characterized by comprising a prefabricated vertical frame (1), a prefabricated baffle (2) and a prefabricated footstock (3);
The prefabricated vertical frames (1) are arranged at intervals on two side parts of the water channel along the length direction of the water channel, the section of each prefabricated vertical frame (1) is H-shaped, and side grooves (101) are formed in two sides of each prefabricated vertical frame (1);
The prefabricated baffle plates (2) are arranged between two adjacent prefabricated vertical frames (1) and are vertically stacked in an upward accumulation mode, clamping blocks (21) are symmetrically arranged at two ends of each prefabricated baffle plate (2), and the clamping blocks (21) are correspondingly clamped in the side grooves (101) on the same side;
The prefabricated footstock (3) includes riser (31) and diaphragm (32), riser (31) are established two adjacent between prefabricated grudging post (1) and be located the top prefabricated baffle (2) the top, the both ends of riser (31) correspond the card and locate homonymy in side groove (101).
2. A hydraulic engineering retaining wall structure as claimed in claim 1, wherein:
The bottom of the prefabricated stand (1) is provided with a base (11), a clamping rod (12) is arranged on the upper surface of the base (11) and positioned in the side groove (101), and the clamping rod (12) extends vertically upwards on the side groove (101) correspondingly;
The clamping block (21) is provided with a first through hole (211) which is vertically penetrated and is matched with the clamping rod (12) in an inserting way;
Two ends of the vertical plate (31) are provided with second through holes (311) which vertically penetrate through and are matched with the clamping rods (12) in an inserting mode.
3. A hydraulic engineering retaining wall structure as claimed in claim 1, wherein:
The transverse plate (32) is fixed on the side surface of the vertical plate (31) facing away from the ditch and is close to the top end of the vertical plate (31);
The vertical plate (31) and the transverse plate (32) are in an inverted L shape, and the bottom surface of the transverse plate (32) is attached to the ground supports on two sides of the canal.
4. A hydraulic engineering retaining wall structure as claimed in claim 1, wherein:
The side of diaphragm (32) upper surface facing water is equipped with railing (321), prefabricated baffle (2) all are equipped with bead strip (22) facing the surface of water.
5. A hydraulic engineering retaining wall structure as claimed in claim 2, wherein:
The bottom of base (11) is fixed with vertical downward extension's assistance Jiang Zhu (13), same base (11) is last have two assist Jiang Zhu (13).
6. A hydraulic engineering retaining wall structure as claimed in claim 1, wherein:
And a yielding groove (322) is formed in one side, far away from the ditch, of the transverse plate (32), and the yielding groove (322) vertically penetrates through the upper surface and the lower surface of the transverse plate (32).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323267529.3U CN221297966U (en) | 2023-11-30 | 2023-11-30 | Hydraulic engineering retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323267529.3U CN221297966U (en) | 2023-11-30 | 2023-11-30 | Hydraulic engineering retaining wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221297966U true CN221297966U (en) | 2024-07-09 |
Family
ID=91739221
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323267529.3U Expired - Fee Related CN221297966U (en) | 2023-11-30 | 2023-11-30 | Hydraulic engineering retaining wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221297966U (en) |
-
2023
- 2023-11-30 CN CN202323267529.3U patent/CN221297966U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20240709 |