CN207582476U - A kind of civil engineering slopes ruggedized construction - Google Patents
A kind of civil engineering slopes ruggedized construction Download PDFInfo
- Publication number
- CN207582476U CN207582476U CN201721609757.6U CN201721609757U CN207582476U CN 207582476 U CN207582476 U CN 207582476U CN 201721609757 U CN201721609757 U CN 201721609757U CN 207582476 U CN207582476 U CN 207582476U
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- plate
- vertical plate
- slopes
- front vertical
- embedded division
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Abstract
The utility model discloses a kind of civil engineering slopes ruggedized constructions, basic earth-retaining dam including being located at slopes bottom, further include extension plate, basic earth-retaining dam includes front vertical plate, back vertical plate, front vertical plate, oblique top plate is connected between back vertical plate, the upper end of oblique top plate and the middle part of front vertical plate connect, the lower end of oblique top plate and the upper end of back vertical plate connect, the upper end of front vertical plate is equipped with toward the inclined support plate of slope surface, the upper end of support plate is equipped with embedded division, extension plate is inserted into the embedded division of the upper end of support plate, the upper end of extension plate is equipped with embedded division, adjacent extension plate is sequentially connected by the embedded division that extension plate is equipped with.The structure on basic earth-retaining dam can resist landslide power very well, oblique top plate can allow front vertical plate, back vertical plate to be connected well, intensity so as to allow basic earth-retaining dam is very high, and one and another extension plate is sequentially connected and can easily cover entire slope surface, so as to fulfill the integral reinforcing of slopes.The utility model is used for the reinforcing of slopes.
Description
Technical field
The utility model is related to municipal works field, more particularly to a kind of civil engineering slopes ruggedized construction.
Background technology
Many slopes are required for being reinforced, and the deform accident of destruction of high slopes frequently occurs, high slopes plus
Gu play the role of to engineering it is vital, for friction pile, anchor (rope) bar, lattice reinforce, shotcrete rock bolt wire mesh support and grouting and reinforcing
Etc. Scheme of Strengthening.But existing ruggedized construction is complicated, is not easy to construct, it is also difficult to realize modularization.
Utility model content
The technical problems to be solved in the utility model is：A kind of civil engineering slopes ruggedized construction easy to connect is provided.
The solution that the utility model solves its technical problem is：
A kind of civil engineering slopes ruggedized construction, the basic earth-retaining dam including being located at slopes bottom, further includes several extensions
Plate, basic earth-retaining dam include the front vertical plate of spaced close slopes, the back vertical plate far from slopes, front vertical plate, back vertical plate one
A high low setting, front vertical plate are located at the top of back vertical plate, and oblique top plate, the upper end of oblique top plate are connected between front vertical plate, back vertical plate
It is connect with the middle part of front vertical plate, the lower end of oblique top plate and the upper end of back vertical plate connect, and the upper end of front vertical plate, which is equipped with toward slope surface, to be tilted
Support plate, the upper end of support plate is equipped with embedded division, and extension plate is inserted into the embedded division of the upper end of support plate, the upper end of extension plate
Equipped with embedded division, adjacent extension plate is sequentially connected by the embedded division that extension plate is equipped with.
As being further improved for said program, extension plate, basic earth-retaining dam are reinforced concrete structure.
As being further improved for said program, oblique top plate is equipped with sprue gate.
As being further improved for said program, basic earth-retaining dam is integral type component.
The beneficial effects of the utility model are：A kind of civil engineering slopes ruggedized construction, the basis including being located at slopes bottom
Earth-retaining dam, further includes several extension plates, and basic earth-retaining dam includes the front vertical plates of spaced close slopes, separate slopes
Back vertical plate, the one high and one low setting of front vertical plate, back vertical plate, front vertical plate are located at the top of back vertical plate, are connected between front vertical plate, back vertical plate
There is oblique top plate, the upper end of oblique top plate and the middle part of front vertical plate connect, and the lower end of oblique top plate and the upper end of back vertical plate connect, front vertical plate
Upper end be equipped with toward slope surface inclined support plate, the upper end of support plate is equipped with embedded division, and extension plate is inserted into the upper end of support plate
In embedded division, the upper end of extension plate is equipped with embedded division, and adjacent extension plate is sequentially connected by the embedded division that extension plate is equipped with.
The structure on basic earth-retaining dam can resist landslide power very well, and oblique top plate can allow front vertical plate, back vertical plate to be connected well, so as to allow
The intensity on basic earth-retaining dam is very high, and be sequentially connected can be easily by entire slope surface lid for one and another extension plate
Firmly, so as to fulfill the integral reinforcing of slopes.The utility model is used for the reinforcing of slopes.
Description of the drawings
It is required in being described below to embodiment in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
Attached drawing to be used is briefly described.Obviously, described attached drawing is the part of the embodiment of the utility model rather than complete
Portion's embodiment, those skilled in the art without creative efforts, can also be obtained according to these attached drawings it
His designing scheme and attached drawing.
Fig. 1 is the structure diagram of the utility model embodiment.
Specific embodiment
The technique effect of the design of the utility model, concrete structure and generation is carried out below with reference to embodiment and attached drawing
It clearly and completely describes, to be completely understood by the purpose of this utility model, feature and effect.Obviously, described embodiment
It is the part of the embodiment rather than whole embodiments of the utility model, the embodiment based on the utility model, the skill of this field
The other embodiment that art personnel are obtained without creative efforts belongs to the model of the utility model protection
It encloses.In addition, all connection/connection relations being previously mentioned in text, not singly refer to component and directly connect, and refer to can be according to specific reality
Situation is applied, by adding or reducing couple auxiliary, to form more preferably coupling structure.Each technology in the utility model is special
Sign, can be with combination of interactions under the premise of not conflicting conflict.
With reference to Fig. 1, this is the embodiment of the utility model, specifically：
A kind of civil engineering slopes ruggedized construction, the basic earth-retaining dam including being located at slopes bottom, further includes several extensions
Plate 15, front vertical plate 11 of the basic earth-retaining dam including spaced close slopes, the back vertical plate 12 far from slopes, front vertical plate 11,
12 one high and one low setting of back vertical plate, front vertical plate 11 are located at the top of back vertical plate 12, are connected between front vertical plate 11, back vertical plate 12 oriented
The inclined oblique top plate 13 of slope surface, the upper end of oblique top plate 13 are connect with the middle part of front vertical plate 11, the lower end of oblique top plate 13 and back vertical plate
12 upper end connection, the upper end of front vertical plate 11 are equipped with toward the inclined support plate 14 of slope surface, and the upper end of support plate 14 is equipped with embedded division,
Extension plate 15 is inserted into the embedded division of the upper end of support plate 14, and the upper end of extension plate 15 is equipped with embedded division, adjacent extension plate 15
The embedded division being equipped with by extension plate 15 is sequentially connected.The structure on basic earth-retaining dam can resist landslide power, oblique top plate energy very well
Front vertical plate, back vertical plate is allowed to be connected well, the intensity so as to allow basic earth-retaining dam is very high, and extends one by one
Plate, which is sequentially connected, easily to be covered entire slope surface, so as to fulfill the integral reinforcing of slopes.
In order to strengthen intensity, extension plate 15, basic earth-retaining dam are reinforced concrete structure.
For the ease of construction, oblique top plate 13 be equipped with sprue gate 131, by sprue gate inject concrete, in this way before
Riser 11, back vertical plate 12, oblique top plate 13 just can be connected to one, improve the intensity of the present embodiment, improve the ability of landslide-proofing.
It is built for the ease of modularization, basic earth-retaining dam is integral type component.
The better embodiment of the utility model is illustrated above, but the utility model be not limited to it is described
Embodiment, those skilled in the art can also make various equivalent changes without departing from the spirit of the present invention
Type or replacement, these equivalent modifications or replacement are all contained in the application claim limited range.
Claims (4)
1. a kind of civil engineering slopes ruggedized construction, the basic earth-retaining dam including being located at slopes bottom, it is characterised in that：If it further includes
Dry extension plate (15), basic earth-retaining dam include the front vertical plate (11) of spaced close slopes, the back vertical plate far from slopes
(12), front vertical plate (11), back vertical plate (12) one high and one low setting, front vertical plate (11) is positioned at the top of back vertical plate (12), front vertical plate
(11), oblique top plate (13) is connected between back vertical plate (12), the upper end of oblique top plate (13) is connect with the middle part of front vertical plate (11), tiltedly
The lower end of top plate (13) is connect with the upper end of back vertical plate (12), and the upper end of front vertical plate (11) is equipped with toward the inclined support plate of slope surface
(14), the upper end of support plate (14) is equipped with embedded division, and extension plate (15) is inserted into the embedded division of the upper end of support plate (14), is extended
The upper end of plate (15) is equipped with embedded division, and adjacent extension plate (15) is sequentially connected by the embedded division that extension plate (15) is equipped with.
2. a kind of civil engineering slopes ruggedized construction according to claim 1, it is characterised in that：Extension plate (15), basis
Earth-retaining dam is reinforced concrete structure.
3. a kind of civil engineering slopes ruggedized construction according to claim 2, it is characterised in that：It is set on oblique top plate (13)
There is sprue gate (131).
4. a kind of civil engineering slopes ruggedized construction according to claim 1, it is characterised in that：Basic earth-retaining dam is integrated
Formula component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721609757.6U CN207582476U (en) | 2017-11-27 | 2017-11-27 | A kind of civil engineering slopes ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721609757.6U CN207582476U (en) | 2017-11-27 | 2017-11-27 | A kind of civil engineering slopes ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207582476U true CN207582476U (en) | 2018-07-06 |
Family
ID=62733861
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721609757.6U Expired - Fee Related CN207582476U (en) | 2017-11-27 | 2017-11-27 | A kind of civil engineering slopes ruggedized construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207582476U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842028A (en) * | 2017-11-27 | 2018-03-27 | 佛山科学技术学院 | A kind of civil engineering slopes ruggedized construction |
-
2017
- 2017-11-27 CN CN201721609757.6U patent/CN207582476U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842028A (en) * | 2017-11-27 | 2018-03-27 | 佛山科学技术学院 | A kind of civil engineering slopes ruggedized construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180706 Termination date: 20191127 |
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| CF01 | Termination of patent right due to non-payment of annual fee |