CN204644975U - A kind of Novel water conservancy trench sidewall anchor structure - Google Patents
A kind of Novel water conservancy trench sidewall anchor structure Download PDFInfo
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- CN204644975U CN204644975U CN201520009642.8U CN201520009642U CN204644975U CN 204644975 U CN204644975 U CN 204644975U CN 201520009642 U CN201520009642 U CN 201520009642U CN 204644975 U CN204644975 U CN 204644975U
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- Prior art keywords
- concrete slab
- waterway wall
- vertical tube
- anchor structure
- water conservancy
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Abstract
The utility model discloses a kind of Novel water conservancy trench sidewall anchor structure, comprise multiple concrete slab, waterway wall and vertical tube; Described concrete slab is firmly embedded into flume floor due to the high suction bottom water channel, and contiguous described waterway wall; Described vertical tube is fixed on described concrete slab, extends vertically upward from concrete slab surface, and contacts with described waterway wall.The utility model energy stable anchorage concrete slab and waterway wall, prevent waterway wall from moving or collapse in water channel, advantage of lower cost and practical and convenient.
Description
Technical field
The utility model relates to a kind of Novel water conservancy trench sidewall anchor structure, is applicable to hydraulic engineering technical field.
Background technology
In conventional art, waterway wall is arranged between embankment and water channel usually, washes away embankment cause embankment to collapse to prevent water.But waterway wall is due to water seepage pressure, and waterway wall usually can move, even collapse.In addition, the maintenance of waterway wall and alternative costs are very high, are therefore necessary to take measures to protect waterway wall.
Usually the Chinese toon material of waterway wall or water board are vertically deep under water in basement rock in conventional method, to provide a more firm waterway wall system.But this method cost is high and stability bottom water channel is lower.
Utility model content
For the problems referred to above, the purpose of this utility model is to provide lower, the practical and convenient Novel water conservancy trench sidewall anchor structure of a kind of cost, thus solves waterway wall due to water seepage pressure and cause the problem that moves and collapse.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of Novel water conservancy trench sidewall anchor structure, comprises multiple concrete slab, waterway wall and vertical tube; Described concrete slab is arranged at flume floor, and contiguous described waterway wall; Described vertical tube is fixed on described concrete slab, extends vertically upward from concrete slab surface, and contacts with described waterway wall.
Described waterway wall is arranged along water channel edge, and wherein said water channel comprises river, canal and lake etc., and the size of described waterway wall is according to the structural allocation of water channel and shore protection.Described waterway wall comprises multiple longitudinal waterway wall element; Described waterway wall element is arranged between described vertical tube or behind, and connects described vertical tube by slip feather or sipes; Described waterway wall element is provided with ornament materials, and top margin is extended with reinforcing bar.
Described concrete slab is arranged near the opposition two ends of described waterway wall; Multiple concrete slab is spaced, and spacing distance is less relative to concrete slab width.
Described vertical tube is the concrete that galvanized steel or inside are provided with reinforcing bar, and is positioned the relief angle place of each concrete slab; If use described concrete as vertical tube when water is salt solution in water channel, for using galvanized steel as vertical tube during fresh water.Described vertical tube extends vertically upward from concrete slab surface, and extends to the position a little less than described waterway wall top.
Further, described concrete slab and vertical tube comprise the Admixture that can improve autologous density.
Further, described sidewall anchor structure also comprises the crossbeam across described vertical tube and waterway wall element, and described crossbeam is by described reinforced bar support and connection.
Preferably, the top margin of described vertical tube is also extended with reinforcing bar, thus can support and connect the described crossbeam across waterway wall and vertical tube together with the reinforcing bar of waterway wall element top margin.
Preferably, described waterway wall does not need to use anchoring post, and described waterway wall element does not need to be embedded into bottom water channel.
Preferably, each described concrete slab is at least 4500kg, and length and width are 24m, and thickness is 0.3m.
The beneficial effects of the utility model are: be firmly embedded into bottom water channel by concrete slab by high suction, thus realize the function of stable anchorage; Arrange vertical tube contact with waterway wall but do not fix, thus vertical tube and waterway wall are for being slidably connected, vertical tube as anchoring piece, prevents waterway wall from moving or collapses in water channel together with concrete slab; Advantage of lower cost and practical and convenient.
Accompanying drawing explanation
Fig. 1 is the utility model phantom drawing.
Fig. 2 is the utility model top view.
Wherein, 24-waterway wall; 26-waterway wall element; 27-vertical tube; 28-bolt; 29-concrete slab; 31-slip feather; 33-sipes; 35-sipes assembly.
Detailed description of the invention
By reference to the accompanying drawings, the utility model is described in further detail.
See Fig. 1, the present embodiment sidewall anchor structure can be resisted hydraulic impact thus prevent existing waterway wall 24 to be washed into water channel, comprises multiple concrete slab 29, waterway wall 24 and vertical tube 27.
Described waterway wall 24 is arranged along water channel edge, and wherein said water channel comprises river, canal and lake etc., and the size of described waterway wall 24 is according to the structural allocation of water channel and shore protection.Described waterway wall 24 comprises multiple longitudinal waterway wall element 26; Described waterway wall element 26 is arranged between described vertical tube 27 or behind, which is provided with ornament materials, and top margin is extended with steel bar piece.Further, described waterway wall element 26 can be connected on vertical tube 27 by sheet material and bolt 28.
See Fig. 2, connected between described waterway wall element 26 and the longitudinal edge of vertical tube 27 by slip feather 31, sipes 33 or sipes assembly 35, wherein said sipes assembly 35 comprises T-shaped standpipe, hat support and bolt.The top margin of described vertical tube 27 is also extended with reinforcing bar, thus can support and connect a crossbeam across waterway wall 24 and vertical tube 27 together with the reinforcing bar of waterway wall element 26 top margin.
Described concrete slab 29 to be firmly embedded into bottom water channel by high suction and to close on described waterway wall 24.Described concrete slab 29 comprises cement and diminishing additive, as acrylic emulsion or other waterborne polymeric.Further, described concrete slab 29 inside can arrange reinforcing bar to improve intensity.
Described vertical tube 27 is fixed on described concrete slab 29, and contacts with described waterway wall 24; Wherein each vertical tube 27 extends vertically upward from concrete slab 29 surface, and extends to the position bottom a little less than described waterway wall 24.In some cases, described vertical tube 27 can directly be fixed on waterway wall 24.Usually, each concrete slab 29 configures two vertical tubes 27, and wherein said vertical tube 27 is arranged at two relief angle places of concrete slab 29.
Preferably, described waterway wall 24 does not need to use anchoring post, and described waterway wall element 26 does not need to be embedded into bottom water channel.
Preferably, described vertical tube 27 is the concrete that galvanized steel or inside are provided with reinforcing bar.
Preferably, each described concrete slab 29 is at least 4500kg, and length and width are 24m, and thickness is 0.3m.
Embodiment of the present utility model can carry out multiple amendment and change when not departing from spirit and scope of the present utility model.Therefore, should be appreciated that embodiment of the present utility model should not be limited to described exemplary embodiment, but should by the control of the restriction of setting forth in claims and any equivalents thereof.
Claims (7)
1. a Novel water conservancy trench sidewall anchor structure, is characterized in that, described sidewall anchor structure comprises multiple concrete slab, waterway wall and vertical tube; Described concrete slab is arranged at flume floor, and contiguous described waterway wall; Described vertical tube is fixed on described concrete slab, extends vertically upward from concrete slab surface, and contacts with described waterway wall.
2. a kind of Novel water conservancy trench sidewall anchor structure according to claim 1, is characterized in that, described concrete slab is arranged near the opposition two ends of described waterway wall; Multiple concrete slab is spaced, and spacing distance is less relative to concrete slab width.
3. a kind of Novel water conservancy trench sidewall anchor structure according to claim 1, it is characterized in that, described vertical tube is the concrete that galvanized steel or inside are provided with reinforcing bar, and is positioned the relief angle place of each concrete slab; Described vertical tube extends vertically upward from concrete slab surface, and extends to the position a little less than described waterway wall top.
4. a kind of Novel water conservancy trench sidewall anchor structure according to claim 1, it is characterized in that, described concrete slab and vertical tube comprise the Admixture that can improve autologous density.
5. a kind of Novel water conservancy trench sidewall anchor structure according to claim 1, it is characterized in that, described concrete slab is at least 4500kg, and length and width are 24m, and thickness is 0.3m.
6. a kind of Novel water conservancy trench sidewall anchor structure according to claim 1, is characterized in that, described waterway wall comprises multiple longitudinal waterway wall element; Described waterway wall element is arranged between described vertical tube or behind, and connects described vertical tube by slip feather or sipes; Described waterway wall element is provided with ornament materials, and top margin is extended with reinforcing bar.
7. a kind of Novel water conservancy trench sidewall anchor structure according to claim 1 or 6, is characterized in that, described sidewall anchor structure comprises the crossbeam across described vertical tube and waterway wall element further, and described crossbeam is by described reinforced bar support and connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520009642.8U CN204644975U (en) | 2015-01-05 | 2015-01-05 | A kind of Novel water conservancy trench sidewall anchor structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520009642.8U CN204644975U (en) | 2015-01-05 | 2015-01-05 | A kind of Novel water conservancy trench sidewall anchor structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204644975U true CN204644975U (en) | 2015-09-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520009642.8U Expired - Fee Related CN204644975U (en) | 2015-01-05 | 2015-01-05 | A kind of Novel water conservancy trench sidewall anchor structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN204644975U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115977035A (en) * | 2023-02-17 | 2023-04-18 | 兰州理工大学 | Quick assembly type channel connected in mortise and tenon mode |
-
2015
- 2015-01-05 CN CN201520009642.8U patent/CN204644975U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115977035A (en) * | 2023-02-17 | 2023-04-18 | 兰州理工大学 | Quick assembly type channel connected in mortise and tenon mode |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20151201 Address after: 511500 Guangdong province Qingyuan City Qingcheng Bridge Road No. 153 first floor Patentee after: Qingyuan City, water conservancy and Hydropower Construction Co. Ltd. Address before: Tianhe District city in Guangdong province Guangzhou Longkou West Road No. 2, Room 405, 510635 Patentee before: Lv Chaobing |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150916 Termination date: 20170105 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |