CN205369158U - View flood control dykes and dams - Google Patents
View flood control dykes and dams Download PDFInfo
- Publication number
- CN205369158U CN205369158U CN201620169841.XU CN201620169841U CN205369158U CN 205369158 U CN205369158 U CN 205369158U CN 201620169841 U CN201620169841 U CN 201620169841U CN 205369158 U CN205369158 U CN 205369158U
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- glass plate
- steel
- type groove
- flood control
- base
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Abstract
The utility model discloses a view flood control dykes and dams, including stand, base and glass board, stand and base fixed mounting are subaerial, the glass board about both ends with the stand is sealed to link to each other, the bottom of glass board with the base is sealed to link to each other, the glass board can also can be for being equipped with anaglyptic slabstone for glass. The utility model discloses a view flood control dykes and dams sets up on the river levee, and the river spills over from the river levee in the time of preventing river rising, whole shape is mutually similar with ordinary guardrail in addition, and the structure is pleasing to the eye, and the sense of depression of having avoided traditional dykes and dams to give other people makes things convenient for citizen to play, vwatch.
Description
Technical field
This utility model relates to dykes and dams field, is specifically related to a kind of view flood control dam.
Background technology
Along with taking place frequently of flood in recent years, the requirement for height of river levee is increased.The simple way increasing river levee height adds lid layer dykes and dams more exactly on original river levee.But too high dykes and dams can affect the sight of surrounding, caused sense of depression the citizen taken a walk by the river at ordinary times, play.
Utility model content
(1) to solve the technical problem that
For the deficiency that prior art exists, this utility model provides a kind of view flood control dam.
(2) technical scheme
For reaching above-mentioned purpose, this utility model provides a kind of view flood control dam, including column, base and glass plate, described column and base fixedly mount on the ground, the two ends of described base are connected with described column, the two ends, left and right of described glass plate seal with described column and are connected, and the bottom of described glass plate seals with described base and is connected.
Further, described column is provided with the first U-type groove for installing glass plate, bottom and the both sides of described first U-type groove are provided with pad, residue space in described first U-type groove and between described glass plate is filled by foam insert, and the angle constituted between top and the described glass plate of described first U-type groove is sealed by structure glue；
Described base is provided with the second U-type groove for installing glass plate, the bottom of described second U-type groove is provided with pad, residue space in described second U-type groove and between described glass plate is filled by foam insert, and the angle constituted between top and the described glass plate of described second U-type groove is sealed by structure glue.
Further, described base includes cement pedestal, is arranged on the steel plate of described cement pedestal upper end, is arranged on the second U-shaped steel and the steel plate corner brace of described steel plate upper end, described steel plate corner brace is positioned at the both sides of described second U-shaped steel for adjusting the perpendicularity of described second U-shaped steel, and described second U-type groove is positioned on described second U-shaped steel.
Further, described base also includes finished product stone material, and described finished product stone material constitutes the shell of described base.
Further, described column includes perpendicular support, the first U-shaped steel and anticorrosive wood, described perpendicular support is I-steel, described perpendicular support is connected with ground, described first U-shaped steel is arranged in the grooves on two sides of described I-steel, described anticorrosive wood encases described I-steel and constitutes the shell of described column, and described first U-type groove is positioned on described first U-shaped steel (8).
Further, also including handrail, described handrail is arranged on the side of described glass plate and is connected with described column.
Further, the upper end of described glass plate is provided with the crashproof compression bar of rustless steel, and the crashproof compression bar of described rustless steel is provided with LED.
Further, described glass plate is multilamellar doubling glass plate.
Further, described pad is rubber blanket.
(3) beneficial effect
This utility model view flood control dam can be arranged on river levee, and when can prevent eagre, river overflows from river levee；In addition global shape and common guardrail are similar, structure is attractive in appearance, it is to avoid conventional dam, to the sense of depression of people, facilitates citizen to play, views and admires.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of this utility model view flood control dam；
Fig. 2 is the structural representation of glass plate and column junction in this utility model view flood control dam；
Fig. 3 is the structural representation of glass plate and base junction in this utility model view flood control dam.
Wherein, 1 is glass plate, 2 columns, and 3 is base, and 4 is the crashproof compression bar of rustless steel, 5 is foam insert, and 6 is structure glue, and 7 is pad, and 8 is the first U-shaped steel, and 9 is the second U-shaped steel, 10 is perpendicular support, and 11 is anticorrosive wood, and 12 is cement pedestal, and 13 is steel plate, and 14 is steel plate corner brace.
Detailed description of the invention
Below in conjunction with drawings and Examples, detailed description of the invention of the present utility model is described in further detail.Following example are used for illustrating this utility model, but are not limited to scope of the present utility model.
The structure of a kind of view flood control dam of the present utility model is as shown in Figure 1, Figure 2 and Figure 3, including column 2, base 3 and glass plate 1, described column 2 and base 3 fixedly mount on the ground, the two ends of described base 3 are connected with described column 2, the two ends, left and right of described glass plate 1 seal with described column 2 and are connected, and the bottom of described glass plate 1 seals with described base 3 and is connected.
Owing to glass plate has transparent characteristic, therefore this utility model view flood control dam visually has the effect of general guardrail, is avoided that tradition stone walling is to the constriction of people, increases the joyful degree of mood time playing in citizen river bank.
In order to reach good sealing effectiveness and longer service life, in the present embodiment, described column 2 is provided with the first U-type groove for installing glass plate 1, bottom and the both sides of described first U-type groove are provided with pad 7, residue space in described first U-type groove and between described glass plate 1 is filled by foam insert 5, and the angle constituted between top and the described glass plate 1 of described first U-type groove is sealed by structure glue 6；
Described base 3 is provided with the second U-type groove for installing glass plate 1, the bottom of described second U-type groove is provided with pad 7, residue space in described second U-type groove and between described glass plate 1 is filled by foam insert 5, and the angle constituted between top and the described glass plate 1 of described second U-type groove is sealed by structure glue 6.
In the present embodiment, described base 3 includes cement pedestal 12, is arranged on the steel plate 13 of described cement pedestal 12 upper end, is arranged on the second U-shaped steel 9 and steel plate corner brace 14 of described steel plate 13 upper end, described steel plate corner brace 14 is positioned at the both sides of described second U-shaped steel 9 for adjusting the perpendicularity of described second U-shaped steel 9, and described second U-type groove is positioned on described second U-shaped steel 9.Owing to cement pedestal 12 can exist a degree of horizontal departure in Specific construction process, be ensure that the perpendicularity of the second U-shaped steel by the adjustment of both sides steel plate corner brace angle, it is ensured that the installation of glass plate.
In the present embodiment, described base 3 also includes finished product stone material, and described finished product stone material constitutes the shell of described base 3.
In the present embodiment, described column 2 includes perpendicular support the 10, first U-shaped steel 8 and anticorrosive wood 11, described perpendicular support 10 is I-steel, described perpendicular support 10 is connected with ground, described first U-shaped steel 8 is arranged in the grooves on two sides of described I-steel, described anticorrosive wood 11 encases described I-steel and constitutes the shell of described column 2, described first U-type groove is positioned on described first U-shaped steel 8.
In the present embodiment, described column 2 includes perpendicular support the 10, first U-shaped steel 8 and anticorrosive wood 11, described perpendicular support 10 is I-steel, described perpendicular support 10 is connected with ground, described first U-shaped steel 8 is arranged in the grooves on two sides of described I-steel, and described anticorrosive wood 11 encases described I-steel and constitutes the shell of described column 2.
In the present embodiment, also including handrail, described handrail is arranged on the side of described glass plate 1 and is connected with described column 2.
In the present embodiment, the upper end of described glass plate 1 is provided with the crashproof compression bar 4 of rustless steel, and the crashproof compression bar 4 of described rustless steel is provided with LED.
In the present embodiment, described glass plate 1 is multilamellar doubling glass plate.
In the present embodiment, described pad 7 is rubber blanket.
The beneficial effects of the utility model: be arranged on river levee, when can prevent eagre, river overflows from river levee；In addition global shape and common guardrail are similar, structure is attractive in appearance, it is to avoid conventional dam, to the sense of depression of people, facilitates citizen to play, views and admires.
The above is only preferred implementation of the present utility model; should be understood that; for those skilled in the art; under the premise without departing from this utility model know-why; can also making some improvements and modifications, these improvements and modifications also should be regarded as protection domain of the present utility model.
Claims (9)
1. a view flood control dam, it is characterized in that, including column (2), base (3) and glass plate (1), described column (2) and base (3) fixedly mount on the ground, the two ends of described base (3) are connected with described column (2), the two ends, left and right of described glass plate (1) seal with described column (2) and are connected, and the bottom of described glass plate (1) seals with described base (3) and is connected.
2. view flood control dam as claimed in claim 1, it is characterized in that, described column (2) is provided with the first U-type groove for installing glass plate (1), the bottom of described first U-type groove and both sides are provided with pad (7), residue space in described first U-type groove and between described glass plate (1) is filled by foam insert (5), and the angle constituted between top and the described glass plate (1) of described first U-type groove is sealed by structure glue (6)；
Described base (3) is provided with the second U-type groove for installing glass plate (1), the bottom of described second U-type groove is provided with pad (7), residue space in described second U-type groove and between described glass plate (1) is filled by foam insert (5), and the angle constituted between top and the described glass plate (1) of described second U-type groove is sealed by structure glue (6).
3. view flood control dam as claimed in claim 2, it is characterized in that, described base (3) includes cement pedestal (12), is arranged on the steel plate (13) of described cement pedestal (12) upper end, is arranged on the second U-shaped steel (9) and the steel plate corner brace (14) of described steel plate (13) upper end, described steel plate corner brace (14) is positioned at the both sides of described second U-shaped steel (9) and is used for adjusting the perpendicularity of described second U-shaped steel (9), and described second U-type groove is positioned on described second U-shaped steel (9).
4. view flood control dam as claimed in claim 3, it is characterised in that described base (3) also includes finished product stone material, and described finished product stone material constitutes the shell of described base (3).
5. view flood control dam as claimed in claim 2, it is characterized in that, described column (2) includes perpendicular support (10), the first U-shaped steel (8) and anticorrosive wood (11), described perpendicular support (10) is I-steel, described perpendicular support (10) is connected with ground, described first U-shaped steel (8) is arranged in the grooves on two sides of described I-steel, described anticorrosive wood (11) encases described I-steel and constitutes the shell of described column (2), and described first U-type groove is positioned on described first U-shaped steel (8).
6. view flood control dam as claimed in claim 1, it is characterised in that also including handrail, described handrail is arranged on the side of described glass plate (1) and is connected with described column (2).
7. view flood control dam as claimed in claim 1, it is characterised in that the upper end of described glass plate (1) is provided with the crashproof compression bar of rustless steel (4).
8. view flood control dam as claimed in claim 1, it is characterised in that described glass plate (1) is multilamellar doubling glass plate.
9. view flood control dam as claimed in claim 2, it is characterised in that described pad (7) is rubber blanket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620169841.XU CN205369158U (en) | 2016-03-04 | 2016-03-04 | View flood control dykes and dams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620169841.XU CN205369158U (en) | 2016-03-04 | 2016-03-04 | View flood control dykes and dams |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205369158U true CN205369158U (en) | 2016-07-06 |
Family
ID=56265080
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620169841.XU Active CN205369158U (en) | 2016-03-04 | 2016-03-04 | View flood control dykes and dams |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205369158U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018032772A1 (en) * | 2016-08-19 | 2018-02-22 | 深圳市亚泰国际建设股份有限公司 | Combined handrail and installation method |
-
2016
- 2016-03-04 CN CN201620169841.XU patent/CN205369158U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018032772A1 (en) * | 2016-08-19 | 2018-02-22 | 深圳市亚泰国际建设股份有限公司 | Combined handrail and installation method |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |