CN218969880U - Stone structure suitable for reservoir wave wall - Google Patents
Stone structure suitable for reservoir wave wall Download PDFInfo
- Publication number
- CN218969880U CN218969880U CN202221300783.1U CN202221300783U CN218969880U CN 218969880 U CN218969880 U CN 218969880U CN 202221300783 U CN202221300783 U CN 202221300783U CN 218969880 U CN218969880 U CN 218969880U
- Authority
- CN
- China
- Prior art keywords
- wave wall
- stone
- wall panel
- reservoir
- wave
- 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
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a stone structure suitable for a wave wall of a reservoir, which comprises stone stand columns, wherein the stone stand columns are connected with a wave wall panel, and the stone stand columns and the wave wall panel are arranged on a concrete foundation. The utility model adopts the wave wall panel, the wave wall panel is provided with beautiful patterns, the beautiful appearance of the reservoir dam is improved while wave resistance is realized, and the wave wall panel is better integrated with the surrounding environment, and has the functions of travel and sightseeing; the wave wall panel is fixed through the stone upright post, so that the reliability is improved; an expansion joint is arranged between the adjacent connected wave wall panels, so that the problem of subsidence caused by uneven subsidence or earthquake of the reservoir dam is solved.
Description
Technical Field
The utility model belongs to the technical field of hydraulic engineering in hydraulic engineering, and particularly relates to a stone structure suitable for a wave wall of a reservoir.
Background
The wave wall is a stable, firm, watertight and tightly combined building which is arranged on the upstream side of the dam crest for preventing waves from crossing the dam crest, is multipurpose on reservoirs, riverways and dykes, has wave prevention, flood control and water blocking functions, and is required to be provided with expansion joints and water blocking materials. The existing wave wall is mainly formed by pouring reinforced steel bars and concrete with templates, has a simple shape, is made of concrete on the outer surface of the wall, is poor in attractiveness, plays roles in preventing waves, flood and water, but prevents people from enjoying the scenery of the reservoir, influences the tourism, leisure and ornamental value of the reservoir, and is not suitable for the requirements of livability, harmony and landscaping of the current hydraulic engineering construction.
Chinese patent CN204401555U discloses a dam crest wave wall structure of a gate dam, which is a reinforced concrete wave wall formed by continuously arranging the dam crest towards the upstream surface, the wave wall comprises a main body and a head part arranged at the upper part of the main body, and the main body and the head part are connected by adopting arc transition; the top of the head is provided with a small slope inclined to the upstream water incoming direction so as to be convenient for draining. The wave wall structure of the patent adopts reinforced concrete and is completed by formwork cast-in-situ. The concrete wave wall is simple in shape, and the wall body is made of concrete materials, so that the attractiveness is affected.
Chinese patent CN214423293U discloses a river flood control device for river course repair and protection engineering, which structurally comprises a concrete wave wall, a partition plate, embedded bars, fixed inserted bars and fixed discs. The concrete wave wall is of a vertical concrete wall structure and is completed through formwork casting. The wall is made of concrete, and the appearance is affected.
Chinese patent application CN110761242a discloses a concrete wave wall composite structure and construction method thereof, which adopts concrete wave wall and is completed by formwork layered cast-in-situ. The concrete wave wall has small turning on the structure, but the wall surface material is also a concrete material, so that the aesthetic property is poor.
Disclosure of Invention
The utility model provides a stone structure suitable for a reservoir wave wall, and aims to improve the landscape and environmental adaptability of the wave wall on the premise of ensuring the basic water retaining function of the reservoir wave wall.
In order to achieve the above purpose, the technical scheme adopted by the utility model is a stone structure suitable for a wave wall of a reservoir, and the stone structure comprises stone stand columns, wherein the stone stand columns are connected with a wave wall panel, and the stone stand columns and the wave wall panel are arranged on a concrete foundation.
Preferably, the concrete foundation is provided with embedded bars, and the stone upright posts are connected with the embedded bars.
Preferably, a first groove is formed in the side face of the stone upright post, and the wave wall panel is connected with the first groove.
Preferably, the wave wall panel is connected through adjacent stone material stand, is provided with the expansion joint between the adjacent stone material stand, the expansion joint is provided with sealing material and joint filling material.
Preferably, a second groove is formed in the other side, connected with the wave wall panel, of the stone upright post, and two sides of the water stopping material are embedded into the second groove.
Preferably, the concrete foundation is arranged below the dam crest of the reservoir dam, and the wave wall panel faces to the upstream side slope of the reservoir.
The utility model has the beneficial effects that: the wave wall panel is adopted, beautiful patterns are arranged on the wave wall panel, the aesthetic property of the reservoir dam is improved while waves are prevented, the wave wall panel is better integrated with the surrounding environment, and the wave wall has the functions of travel and sightseeing; the wave wall panel is fixed through the stone upright post, so that the reliability is improved; an expansion joint is arranged between the adjacent connected wave wall panels, so that the problem of subsidence caused by uneven subsidence or earthquake of the reservoir dam is solved.
Drawings
Fig. 1 is a cross-sectional view of a stone structure suitable for a wave wall of a reservoir according to the present utility model.
Fig. 2 is a left side view of a stone structure suitable for a wave wall of a reservoir according to the present utility model.
Fig. 3 is a cross-sectional view at A-A in fig. 2.
In the figure: 1. stone column, 2, wave wall panel, 3, expansion joint, 4, water stop material, 5, joint filling material, 6, second recess, 7, pre-buried bar, 8, reserved notch, 9, concrete foundation, 10, reservoir dam crest, 11, reservoir upstream face side slope, 12, first recess.
Detailed Description
The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model.
The utility model provides a stone structure suitable for a reservoir wave wall, which comprises a wave wall panel 2, wherein the wave wall panel faces a water facing side slope 11 of the reservoir, is used for preventing the reservoir wave from crossing, is provided with beautiful patterns, improves the aesthetic property of a reservoir dam while preventing the wave, adopts stone plate or sheet shape, has the general height of 1.1-1.2 m and the thickness of 10-20 cm, can withstand the impact of wind wave, and meets the stability of earthquake power. The wave wall panel adopts the whole complete form of monoblock, and both sides are connected with stone material stand 1, and stone material stand side is provided with first recess 12, and wave wall panel and first recess connection for fixed wave wall panel, stone material stand are 1.2-1.3 meters in general highly, and the stone material stand should have certain bending strength to realize reliable connection wave wall panel.
The stone column and the wave wall panel are arranged on the concrete foundation 9, the concrete foundation is arranged below the dam crest 10 of the reservoir dam, the concrete foundation is provided with the reserved notch 8, the stone column and the wave wall panel are connected with the reserved notch of the concrete foundation, and the stone column and the wave wall panel are tightly connected without gaps, so that water leakage is prevented. The concrete foundation is provided with embedded bars 7, and the stone column is connected with the embedded bars.
The wave wall panels are connected through adjacent stone upright posts, and in order to solve the problems of uneven settlement of a reservoir dam and settlement generated by earthquakes, expansion joints 3 are arranged between the adjacent stone upright posts, and specifically, a mode of reserving gaps is adopted, wherein the gap spacing is 2-3cm. The expansion joint is provided with sealing material 4 for the expansion joint sealing, sealing material generally adopts rubber waterstop, the stone material stand with the opposite side that the wave wall panel is connected is provided with second recess 6, and sealing material both sides embedding is in the second recess, and recess depth 3-5cm, sealing material 5 are adopted in the space around the sealing material to fill, guarantee that sealing material installs firmly, and the space is filled closely knit, prevents the wave through the gap seepage.
Claims (5)
1. The stone structure suitable for the reservoir wave wall is characterized by comprising stone stand columns, wherein the stone stand columns are connected with a wave wall panel, and the stone stand columns and the wave wall panel are arranged on a concrete foundation; the wave wall panels are connected through adjacent stone upright posts, expansion joints are arranged between the adjacent stone upright posts, and water stop materials and joint filling materials are arranged in the expansion joints; the wave wall panel is plate-shaped or sheet-shaped stone, and beautiful patterns are arranged on the wave wall panel.
2. The stone structure for a wave wall of a reservoir according to claim 1, wherein the concrete foundation is provided with embedded bars, and the stone column is connected with the embedded bars.
3. The stone structure for a wave wall of a reservoir according to claim 1, wherein the stone column side is provided with a first groove, and the wave wall panel is connected with the first groove.
4. The stone structure for a wave wall of a reservoir according to claim 1, wherein a second groove is formed at the other side of the stone column connected with the wave wall panel, and both sides of the water stopping material are embedded in the second groove.
5. The stone structure for a wave wall of a reservoir according to any one of claims 1 to 4, wherein the concrete foundation is disposed below a dam crest of the reservoir, and the wave wall panel faces a side slope of an upstream surface of the reservoir.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221300783.1U CN218969880U (en) | 2022-05-27 | 2022-05-27 | Stone structure suitable for reservoir wave wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221300783.1U CN218969880U (en) | 2022-05-27 | 2022-05-27 | Stone structure suitable for reservoir wave wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218969880U true CN218969880U (en) | 2023-05-05 |
Family
ID=86155719
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221300783.1U Active CN218969880U (en) | 2022-05-27 | 2022-05-27 | Stone structure suitable for reservoir wave wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218969880U (en) |
-
2022
- 2022-05-27 CN CN202221300783.1U patent/CN218969880U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203498799U (en) | Prefabricated hollow pipe pile water-facing envelop enclosure | |
| WO2005028772A1 (en) | Block for building wall and the wall built with said blocks | |
| CN209989833U (en) | Assembled prefabricated staggered combined retaining wall | |
| CN111851427A (en) | Novel intercepting and cofferdam body of hydropower station and dam body construction method | |
| CN110387889B (en) | Multi-arch foundation pit supporting method for strip-shaped deep foundation pit | |
| CN203559411U (en) | H-shaped support pile connecting structure | |
| CN213417904U (en) | Closed basement floor subsides post-cast strip structure in advance | |
| CN218969880U (en) | Stone structure suitable for reservoir wave wall | |
| CN212294556U (en) | Curved surface modeling concrete panel rock-fill dam | |
| CN107338770B (en) | Combined dam shape of asphalt concrete core wall dam and concrete gravity dam and construction method thereof | |
| CN206035045U (en) | Prefabricated assembled underground granary of endocyst plastics | |
| CN205776154U (en) | A kind of high-strength prestressed concrete flute profile sheet pile | |
| CN217870559U (en) | Inclined wall geomembrane earth-rock cofferdam structure suitable for higher manger plate flood peak of geomembrane | |
| CN214363322U (en) | Wave type landscape water passing panel rock-fill dam | |
| CN207003470U (en) | A kind of pin-connected panel ecological anchor rod retaining wall structure | |
| CN110374050A (en) | A kind of structure and method suitable for Landscape River anti-flood wall work stone veneer | |
| CN202157304U (en) | Fence interlocking block | |
| CN206035044U (en) | Prefabricated assembled underground granary of plastic cover echelonment | |
| CN101775858A (en) | Wall body structure formed by building block | |
| CN203546713U (en) | H-type support pile connecting structure | |
| CN206385502U (en) | A kind of assembling-type precast channel revetment of rapid construction | |
| CN214993504U (en) | Low pile cap faces combination flood control wall forever | |
| CN214219568U (en) | Basement structure river trunk canal containing internal river channel | |
| CN206035050U (en) | Prefabricated bulkhead underground granary of slot -in type endocyst plastics | |
| CN106948311B (en) | Landscape permeable stepped reinforced concrete frame flood control structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |