CN204097977U - Multifunctional and composite type wave wall - Google Patents
Multifunctional and composite type wave wall Download PDFInfo
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- CN204097977U CN204097977U CN201420541631.XU CN201420541631U CN204097977U CN 204097977 U CN204097977 U CN 204097977U CN 201420541631 U CN201420541631 U CN 201420541631U CN 204097977 U CN204097977 U CN 204097977U
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Abstract
The utility model discloses a kind of multifunctional and composite type wave wall, it comprises the wave wall body of wall of the side that meets water being arranged on dam top, feature is: on wave wall body of wall, be provided with the protruding pier thickening and expand section at spacing intervals, the wall top of the close side that meets water of protruding pier is provided with displacement observation working base point seat, be provided with on the top of displacement observation working base point seat for installing the scopic positioning convex of displacement, the wall top of the land side of protruding pier arranges the street lamp pedestal for installing street lamp, the cable trench for burying various cable underground is provided with in the body of wall of wave wall body of wall, the metope of the land side of wave wall body of wall is arranged at intervals with several cable access hole.The utility model has the existing restraint conditions that can solve dam crest structure, ensures the stability and safety of wave wall, realizes every engineering structures functions such as flood control by dam, illumination, observation, can meet again the advantage of reservoir scenic spot view requirement.
Description
Technical field
The utility model relates to reservoir dam wave wall structure, especially relates to a kind of multifunctional and composite type wave wall.
Background technology
Wave wall be for prevent wave cross reservoir dam dam crest and dam crest dash forward position arrange body of wall, play wave resistance, control flood, block water.According to the requirement of specification, conventional dam top structure design needs to arrange the facilities such as wave wall, dam crest traffic, curb, lighting installation, gutter, cable trench (automatic monitoring data line cable), dam crest displacement observation, wave wall is located at dam crest and meets water side, centre is crest access road surface, street lamp and lamppost pedestal are arranged on dam crest land side, meet water at dam crest or near land side, arrange monitoring point for displacement (bury underground and survey pier), cable trench and gutter etc. are set in crest access pavement edge side.According to reservoir dam dam crest detailing requiments, usual width at dam crest is 5 ∽ 10 meters, the width at dam crest of medium and small reservoirs is generally 5 ∽ 6 meters, therefore, meet many dam crest structure tectonic sieving contents, dam crest is greatly limited in structure width, is difficult to the performance of putting layout to good use, affects dam overall appearance.Especially the requirement of water recreation areas is made in current proposition, the function of exploitation reservoir amusement and travel, to the layout of reservoir dam building with attractive in appearancely to have higher requirement.
Summary of the invention
The purpose of this utility model be to provide a kind of safe, practical, attractive in appearance, require with reservoir integral landscape district the multifunctional and composite type wave wall coordinated mutually, it can under the existing restrictive condition of dam crest structure, meet the requirement of the structural safety of wave wall own, criterion settings that dam crest constructs every content require, the appearance requirement of Dam building, and the view requirement of flood control by reservoir regulation and water recreation areas.
The purpose of this utility model is achieved in that
A kind of multifunctional and composite type wave wall, comprise the side that meets water being arranged on dam top, cross section adopts the wave wall body of wall of " L " shape reinforced concrete structure, feature is: on wave wall body of wall, be provided with the protruding pier thickening and expand section at spacing intervals, the wall top of the close side that meets water of protruding pier is provided with the displacement observation working base point seat buried elevation underground and flush with the top of wave wall body of wall 1, be provided with on the top of displacement observation working base point seat for installing the scopic positioning convex of displacement, the wall top of the land side of protruding pier arranges the street lamp pedestal for installing street lamp, the cable trench for burying various cable underground is provided with in the body of wall of wave wall body of wall, the metope of the land side of wave wall body of wall is arranged at intervals with several cable access hole.
Protruding pier towards the side that meets water protrudes from wave wall body of wall and forms " T " font with wave wall body of wall.
The utility model thickeies owing to have employed local on wave wall body of wall the protruding pier expanding section, protruding pier is provided with street lamp pedestal simultaneously, displacement observation working base point seat and cable trench, namely by carrying out Rational structure subregion to wave wall body of wall, effective layout illumination, observation, the facilities such as cable, the height of such wave wall body of wall is constant, section thickeies and expands, just by wave wall body of wall, street lamp pedestal, observation pier, the multiple greenhouse soils such as cable trench is integrated, solve the restricted problem of the existing restraint conditions of width at dam crest, and be conducive to strengthening wave wall self structure stability and safety, meet dam crest flood control simultaneously, traffic, illumination, the structural functions such as observation, structure design safety, compact, attractive in appearance, both construction investment had been saved, facilitate operational management, brightening reservoir landscape again, reach the purpose of design meeting flood control by reservoir regulation and the requirement of reservoir view.
Therefore, the utility model has the existing restraint conditions that can solve dam crest structure, ensures the stability and safety of wave wall, realizes every engineering structures functions such as flood control by dam, illumination, observation, can meet again the advantage of reservoir scenic spot view requirement.
Accompanying drawing explanation
Fig. 1 is top view of the present utility model;
Fig. 2 is that A-A in Fig. 1 is to sectional view.
Detailed description of the invention
Contrast accompanying drawing below in conjunction with example the utility model is described in further detail.
A kind of multifunctional and composite type wave wall, comprise the side 7 that meets water being arranged on dam top 10, cross section adopts the wave wall body of wall 1 of " L " shape reinforced concrete structure, wave wall body of wall 1 is provided with protruding pier 2 at spacing intervals that thicken and expand section, the wall top of the close side 7 that meets water of protruding pier 2 is provided with the displacement observation working base point seat 3 buried elevation underground and flush with the top of wave wall body of wall 1, be provided with for installing the scopic positioning convex 8 of displacement on the top of displacement observation working base point seat 3, the wall top of the land side 9 of protruding pier 2 arranges the street lamp pedestal 4 for installing street lamp, the cable trench 5 for burying various cable underground is provided with in the body of wall of wave wall body of wall 1, the metope of the land side of wave wall body of wall 1 is arranged at intervals with several cable access hole 6, be convenient to cable maintenance.
Protruding pier 2 towards the side that meets water protrudes from wave wall body of wall 1 and forms " T " font with wave wall body of wall 1.
The thickening of protruding pier 2 expands cross dimensions and should be not less than 0.80 meter × 0.40 meter.
The metope of wave wall body of wall 1 can be built according to reservoir surrounding landscape feature ceramic tile or the brightening moulding of corresponding characteristic, increase the aesthetic of whole building.
Claims (3)
1. a multifunctional and composite type wave wall, comprise the side that meets water being arranged on dam top, cross section adopts the wave wall body of wall of " L " shape reinforced concrete structure, feature is: on wave wall body of wall, be provided with the protruding pier thickening and expand section at spacing intervals, the wall top of the close side that meets water of protruding pier is provided with the displacement observation working base point seat buried elevation underground and flush with the top of wave wall body of wall (1), be provided with on the top of displacement observation working base point seat for installing the scopic positioning convex of displacement, the wall top of the land side of protruding pier arranges the street lamp pedestal for installing street lamp, the cable trench for burying various cable underground is provided with in the body of wall of wave wall body of wall, the metope of the land side of wave wall body of wall is arranged at intervals with several cable access hole.
2. multifunctional and composite type wave wall according to claim 1, is characterized in that: the protruding pier towards the side that meets water protrudes from wave wall body of wall and forms " T " font with wave wall body of wall.
3. multifunctional and composite type wave wall according to claim 2, is characterized in that: the thickening of protruding pier expands cross dimensions and should be not less than 0.80 meter × 0.40 meter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420541631.XU CN204097977U (en) | 2014-09-22 | 2014-09-22 | Multifunctional and composite type wave wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420541631.XU CN204097977U (en) | 2014-09-22 | 2014-09-22 | Multifunctional and composite type wave wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204097977U true CN204097977U (en) | 2015-01-14 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420541631.XU Expired - Fee Related CN204097977U (en) | 2014-09-22 | 2014-09-22 | Multifunctional and composite type wave wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204097977U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442339A (en) * | 2018-04-24 | 2018-08-24 | 中国电建集团华东勘测设计研究院有限公司 | A kind of rock that taking into account toe board and water guide wall function leads wall connection method and structure with spillway |
| CN112049072A (en) * | 2020-09-15 | 2020-12-08 | 中国电建集团贵阳勘测设计研究院有限公司 | Dam crest surface observation pier and structure that has water-retaining function wave wall and combine |
-
2014
- 2014-09-22 CN CN201420541631.XU patent/CN204097977U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442339A (en) * | 2018-04-24 | 2018-08-24 | 中国电建集团华东勘测设计研究院有限公司 | A kind of rock that taking into account toe board and water guide wall function leads wall connection method and structure with spillway |
| CN108442339B (en) * | 2018-04-24 | 2023-08-15 | 中国电建集团华东勘测设计研究院有限公司 | Method and structure for connecting face rockfill dam and spillway guide wall with toe board and guide wall functions |
| CN112049072A (en) * | 2020-09-15 | 2020-12-08 | 中国电建集团贵阳勘测设计研究院有限公司 | Dam crest surface observation pier and structure that has water-retaining function wave wall and combine |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: 330200 Jiangxi city of Nanchang province Nanchang County Jiangxi billion building science and Technology Industrial Park Dong Lian Road No. 88 Patentee after: Jiangxi water conservancy planning and Design Institute Address before: 330029 No. 1038, Beijing East Road, Jiangxi, Nanchang Patentee before: Jiangxi Provincial Water Conservancy Planning and Designing Institute |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150114 Termination date: 20190922 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |