CN204608730U - A kind of discontinuous wave wall structure - Google Patents
A kind of discontinuous wave wall structure Download PDFInfo
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- CN204608730U CN204608730U CN201520299965.5U CN201520299965U CN204608730U CN 204608730 U CN204608730 U CN 204608730U CN 201520299965 U CN201520299965 U CN 201520299965U CN 204608730 U CN204608730 U CN 204608730U
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- wave wall
- wall body
- steel plate
- wave
- discontinuous
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Abstract
The utility model discloses a kind of discontinuous wave wall structure, comprise wave wall body A and wave wall body B, building arrangement space is provided with between described wave wall body A and wave wall body B, be connected with wave wall body B with wave wall body A by steel plate above building arrangement space, the connecting sewing face of described wave wall body A and wave wall body B and steel plate adds filleting flexible filler, described steel plate is connected and fixed respectively by bolt and wave wall body and wave wall body, and described steel plate and bolt surface are provided with anticorrosive coat.The utility model connects wave wall by steel plate, can ensure intensity and the functional requirement of wave wall, can save the confined space again, meets other building arrangement requirement; Neither affect dam attractive in appearance, can allow again its effect of other building independent, and make the distortion measured value of other buildings more representative, be more conducive to dam security of operation.
Description
Technical field
The utility model relates to a kind of discontinuous wave wall structure, belongs to hydraulic engineering technical field.
Background technology
In hydraulic engineering, general wave wall is all the reinforced concrete structure of continuous placing.But when dam crest insufficient space needs again to arrange other buildings at dam crest, often other buildings are arranged on wave wall, wave wall and other buildings can be caused so mutually to disturb, more can cause distortion to the deformation monitoring of some other buildings, be unfavorable for that dam safety runs.
Summary of the invention
For solving the problem, the utility model provides a kind of discontinuous wave wall structure.Thus greatly save dam crest space, optimize the layout of dam crest building, ensure the intensity of wave wall simultaneously and act on constant.
The utility model is achieved by following technical solution.
A kind of discontinuous wave wall structure, comprise wave wall body A and wave wall body B, be provided with building arrangement space between described wave wall body A and wave wall body B, be connected with wave wall body B with wave wall body A by steel plate above building arrangement space.
The connecting sewing face of described wave wall body A and wave wall body B and steel plate adds filleting flexible filler.
Described steel plate is connected and fixed respectively by bolt and wave wall body A and wave wall body B.
Described steel plate and bolt surface are provided with anticorrosive coat.
Described wave wall body A and wave wall body B is reinforced concrete structure.
The beneficial effects of the utility model are:
Compared with prior art: the utility model connects wave wall by steel plate, intensity and the functional requirement of wave wall can be ensured, can the confined space be saved again, meet other building arrangement requirement; Neither affect dam attractive in appearance, can allow again its effect of other building independent, and make other building deformation measured values more representative, be more conducive to dam security of operation.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In figure: 1-wave wall body A, 2-steel plate, 3-bolt, 4-flexible filler, 5-building, 6-wave wall body B, 7-building arrangement space.
Detailed description of the invention
The technical solution of the utility model is further described below in conjunction with accompanying drawing, but described in claimed scope is not limited to.
As shown in Figure 1, the discontinuous wave wall structure of one described in the utility model, comprise wave wall body A1 and wave wall body B6, be provided with building arrangement space 7 between described wave wall body A1 and wave wall body B6, be connected with wave wall body B6 with wave wall body A1 by steel plate 2 above building arrangement space 7.Adopt the technical program, when building 5 needs to take wave wall locus, wave wall can be disconnected the building arrangement space 7 of building and being formed between wave wall body A1 and wave wall body B6 in this position, due to open position meet water side adopt steel plate 2 connect, like this, when ensureing wave wall intensity and effect, saving dam crest space, making other buildings 5 be able to arrange in the confined space.
The connecting sewing face of described wave wall body A1 and wave wall body B2 and steel plate 2 adds filleting flexible filler 4.To reach the requirement meeting water retaining function.
Described steel plate 2 is connected and fixed with wave wall body A1 and wave wall body B6 respectively by bolt 3.
Described steel plate 2 and bolt 3 surface are provided with anticorrosive coat.Moistureproof antirust treatment is carried out in actual applications by the mode such as to spray paint.
Described wave wall body A1 and wave wall body B6 is reinforced concrete structure.
As shown in Figure 1, concrete implementation step of the present utility model is as follows:
(1) when other buildings need to be arranged in wave wall position, wave wall disconnects by the position be occupied in wave wall position builds, and forms wave wall body A1 and wave wall body B6;
(2) adopt steel plate 2 wave wall to be disconnected the position side seal that meets water to close;
(3) bolt 3 is adopted to be connected and fixed with wave wall body A1 and wave wall body B6 by steel plate 2;
(4) material property of steel plate 2 is selected should to meet the structural requirement of wave wall;
(5) moistureproof antirust treatment is carried out to steel plate 2 and bolt 3;
(6) filleting flexible filler is added in the connecting sewing face of steel plate and wave wall, to meet dash requirement.
Claims (5)
1. a discontinuous wave wall structure, it is characterized in that: comprise wave wall body A (1) and wave wall body B (6), be provided with building arrangement space (7) between described wave wall body A (1) and wave wall body B (6), be connected with wave wall body B (2) with wave wall body A (1) by steel plate (2) in building arrangement space (7) top.
2. the discontinuous wave wall structure of one according to claim 1, is characterized in that: described wave wall body A (1) and wave wall body B (2) add filleting flexible filler (4) with the connecting sewing face of steel plate (2).
3. the discontinuous wave wall structure of one according to claim 1, is characterized in that: described steel plate (2) is connected and fixed respectively by bolt (3) and wave wall body (1) and wave wall body (6).
4. the discontinuous wave wall structure of one according to claim 3, is characterized in that: described steel plate (2) and bolt (3) surface are provided with anticorrosive coat.
5. the discontinuous wave wall structure of one according to claim 1, is characterized in that: described wave wall body A (1) and wave wall body B (6) are reinforced concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520299965.5U CN204608730U (en) | 2015-05-11 | 2015-05-11 | A kind of discontinuous wave wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520299965.5U CN204608730U (en) | 2015-05-11 | 2015-05-11 | A kind of discontinuous wave wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204608730U true CN204608730U (en) | 2015-09-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520299965.5U Active CN204608730U (en) | 2015-05-11 | 2015-05-11 | A kind of discontinuous wave wall structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN204608730U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049071A (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 concurrently serves as structure of wave wall |
| 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 |
-
2015
- 2015-05-11 CN CN201520299965.5U patent/CN204608730U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049071A (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 concurrently serves as structure of wave wall |
| 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 |