CN107842028A - A kind of civil engineering slopes ruggedized construction - Google Patents
A kind of civil engineering slopes ruggedized construction Download PDFInfo
- Publication number
- CN107842028A CN107842028A CN201711204432.4A CN201711204432A CN107842028A CN 107842028 A CN107842028 A CN 107842028A CN 201711204432 A CN201711204432 A CN 201711204432A CN 107842028 A CN107842028 A CN 107842028A
- Authority
- CN
- China
- Prior art keywords
- plate
- vertical plate
- slopes
- front vertical
- embedded division
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 14
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 abstract description 7
- 238000003780 insertion Methods 0.000 abstract description 4
- 230000037431 insertion Effects 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
Abstract
The invention discloses a kind of civil engineering slopes ruggedized construction, basic earth-retaining dam including being located at slopes bottom, also 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 provided with toward domatic inclined supporting plate, the upper end of supporting plate is provided with embedded division, in the embedded division of the upper end of extension plate insertion supporting plate, the upper end of extension plate is provided with embedded division, the embedded division that adjacent extension plate is provided with by extension plate is sequentially connected.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, so as to make the intensity on basic earth-retaining dam very high, and one and another extension plate is sequentially connected and easily can covered entirely domatic, so as to realize the integral reinforcing of slopes.The present invention is used for the reinforcing of slopes.
Description
Technical field
The present invention relates 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 vital effect is played to engineering, for friction pile, anchor (rope) bar, lattice reinforcing, 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 realizes modularization.
The content of the invention
The technical problem to be solved in the present invention is：A kind of civil engineering slopes ruggedized construction easy to connect is provided.
The present invention solve its technical problem solution be：
A kind of civil engineering slopes ruggedized construction, including the basic earth-retaining dam at slopes bottom is located at, in addition to several extensions
Plate, basic earth-retaining dam include the front vertical plate of spaced close slopes, the back vertical plate away 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 connected with the middle part of front vertical plate, the lower end of oblique top plate and the upper end of back vertical plate are connected, and the upper end of front vertical plate is provided with toward domatic inclination
Supporting plate, the upper end of supporting plate is provided with embedded division, in the embedded division of the upper end of extension plate insertion supporting plate, the upper end of extension plate
Provided with embedded division, the embedded division that adjacent extension plate is provided with by extension plate is sequentially connected.
As the further improvement of such scheme, extension plate, basic earth-retaining dam are reinforced concrete structure.
As the further improvement of such scheme, oblique top plate is provided with sprue gate.
As the further improvement of such scheme, basic earth-retaining dam is integral type component.
The beneficial effects of the invention are as follows：A kind of civil engineering slopes ruggedized construction, including it is located at the basic earth-retaining at slopes bottom
Dam, in addition to several extension plates, basic earth-retaining dam includes the front vertical plate of spaced close slopes, rear away from slopes is stood
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 tiltedly
The middle part of top plate, the upper end of oblique top plate and front vertical plate connects, and the lower end of oblique top plate and the upper end of back vertical plate connect, front vertical plate it is upper
End is provided with toward domatic inclined supporting plate, the upper end of supporting plate and is provided with embedded division, the insertion of the upper end of extension plate insertion supporting plate
In portion, the upper end of extension plate is provided with embedded division, and the embedded division that adjacent extension plate is provided with by extension plate is sequentially connected.Basis
The structure on 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 basis
The intensity on earth-retaining dam is very high, and one and another extension plate is sequentially connected and easily can covered entirely domatic, from
And realize the integral reinforcing of slopes.The present invention is used for the reinforcing of slopes.
Brief description of the drawings
Technical scheme in order to illustrate the embodiments of the present invention more clearly, make required in being described below to embodiment
Accompanying drawing is briefly described.Obviously, described accompanying drawing is the part of the embodiment of the present invention, rather than is all implemented
Example, those skilled in the art on the premise of not paying creative work, can also obtain other designs according to these accompanying drawings
Scheme and accompanying drawing.
Fig. 1 is the structural representation of the embodiment of the present invention.
Embodiment
Carried out below with reference to the design of embodiment and accompanying drawing to the present invention, concrete structure and caused technique effect clear
Chu, it is fully described by, to be completely understood by the purpose of the present invention, feature and effect.Obviously, described embodiment is this hair
Bright part of the embodiment, rather than whole embodiments, based on embodiments of the invention, those skilled in the art is not paying
The other embodiment obtained on the premise of creative work, belongs to the scope of protection of the invention.In addition, be previously mentioned in text
All connection/annexations, not singly refer to component and directly connect, and refer to be added deduct by adding according to specific implementation situation
Few couple auxiliary, to form more excellent draw bail.Each technical characteristic in the present invention, in the premise of not conflicting conflict
Under can be with combination of interactions.
Reference picture 1, this is embodiments of the invention, specifically：
A kind of civil engineering slopes ruggedized construction, including the basic earth-retaining dam at slopes bottom is located at, in addition to several extensions
Plate 15, front vertical plate 11 of the basic earth-retaining dam including spaced close slopes, the back vertical plate 12 away 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, connected between front vertical plate 11, back vertical plate 12 oriented
Domatic inclined oblique top plate 13, the upper end of oblique top plate 13 are connected 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, which is provided with toward domatic inclined supporting plate 14, the upper end of supporting plate 14, is provided with embedded division,
Extension plate 15 is inserted in the embedded division of the upper end of supporting plate 14, and the upper end of extension plate 15 is provided with embedded division, adjacent extension plate 15
The embedded division being provided 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
Allow front vertical plate, back vertical plate to be connected well, so as to make the intensity on basic earth-retaining dam very high, and extend one by one
Plate, which is sequentially connected, easily to be covered entirely domatic, so as to realize 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 is provided with sprue gate 131, by sprue gate injection concrete, so 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.
Built for the ease of modularization, basic earth-retaining dam is integral type component.
The better embodiment of the present invention is illustrated above, but the present invention is not limited to the embodiment,
Those skilled in the art can also make a variety of equivalent modifications or replacement on the premise of without prejudice to spirit of the invention, this
Equivalent modification or replacement are all contained in the application claim limited range a bit.
Claims (4)
1. a kind of civil engineering slopes ruggedized construction, including it is located at the basic earth-retaining dam at slopes bottom, it is characterised in that：If also include
Dry extension plate (15), basic earth-retaining dam include the front vertical plate (11) of spaced close slopes, the back vertical plate away from slopes
(12), front vertical plate (11), back vertical plate (12) one high and one low setting, front vertical plate (11) are located 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 connected with the middle part of front vertical plate (11), tiltedly
The lower end of top plate (13) is connected with the upper end of back vertical plate (12), and the upper end of front vertical plate (11) is provided with toward domatic inclined supporting plate
(14), the upper end of supporting plate (14) is provided with embedded division, and extension plate (15) is inserted in the embedded division of the upper end of supporting plate (14), is extended
The upper end of plate (15) is provided with embedded division, and the embedded division that adjacent extension plate (15) is provided with by extension plate (15) is sequentially connected.
A kind of 2. civil engineering slopes ruggedized construction according to claim 1, it is characterised in that：
Extension plate (15), basic earth-retaining dam are reinforced concrete structure.
A kind of 3. civil engineering slopes ruggedized construction according to claim 2, it is characterised in that：
Oblique top plate (13) is provided with sprue gate (131).
A kind of 4. civil engineering slopes ruggedized construction according to claim 1, it is characterised in that：
Basic earth-retaining dam is integral type component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711204432.4A CN107842028A (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 |
|---|---|---|---|
| CN201711204432.4A CN107842028A (en) | 2017-11-27 | 2017-11-27 | A kind of civil engineering slopes ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107842028A true CN107842028A (en) | 2018-03-27 |
Family
ID=61680278
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711204432.4A Pending CN107842028A (en) | 2017-11-27 | 2017-11-27 | A kind of civil engineering slopes ruggedized construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107842028A (en) |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0422513U (en) * | 1990-06-14 | 1992-02-25 | ||
| JPH0679843U (en) * | 1993-04-21 | 1994-11-08 | 日建産業株式会社 | Foundation block for retaining wall |
| JP3354144B1 (en) * | 2002-01-15 | 2002-12-09 | 南濃コンクリート工業株式会社 | Seawall protection structure |
| JP2004218348A (en) * | 2003-01-17 | 2004-08-05 | Tomokazu Okuda | Laying method for concrete block |
| KR100447265B1 (en) * | 2003-10-23 | 2004-09-08 | 주식회사 수성엔지니어링 | Ecological embankment construction of river |
| KR200367277Y1 (en) * | 2004-08-04 | 2004-11-09 | 김길평 | An incline protection block for river |
| KR200369397Y1 (en) * | 2004-08-06 | 2004-12-04 | 김길평 | An assembly breast wall for road |
| KR100519912B1 (en) * | 2005-01-19 | 2005-10-10 | (주) 신평엔지니어링종합건축사사무소 | Facilities of sound absorption breast of for construction |
| CN102677695A (en) * | 2012-05-18 | 2012-09-19 | 河海大学 | Mutually-embedded ecological building block retaining wall and construction method thereof |
| CN202577231U (en) * | 2012-05-11 | 2012-12-05 | 王蓥 | Interlocking ecological hydraulic building block revetment |
| CN202672097U (en) * | 2012-06-20 | 2013-01-16 | 王崧骅 | Protecting slope building block capable of being locked and protecting slope baffling wall |
| CN206607602U (en) * | 2017-03-09 | 2017-11-03 | 陈启品 | A kind of new prefabricated section and new type of retaining system |
| CN207582476U (en) * | 2017-11-27 | 2018-07-06 | 佛山科学技术学院 | A kind of civil engineering slopes ruggedized construction |
-
2017
- 2017-11-27 CN CN201711204432.4A patent/CN107842028A/en active Pending
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0422513U (en) * | 1990-06-14 | 1992-02-25 | ||
| JPH0679843U (en) * | 1993-04-21 | 1994-11-08 | 日建産業株式会社 | Foundation block for retaining wall |
| JP3354144B1 (en) * | 2002-01-15 | 2002-12-09 | 南濃コンクリート工業株式会社 | Seawall protection structure |
| JP2004218348A (en) * | 2003-01-17 | 2004-08-05 | Tomokazu Okuda | Laying method for concrete block |
| KR100447265B1 (en) * | 2003-10-23 | 2004-09-08 | 주식회사 수성엔지니어링 | Ecological embankment construction of river |
| KR200367277Y1 (en) * | 2004-08-04 | 2004-11-09 | 김길평 | An incline protection block for river |
| KR200369397Y1 (en) * | 2004-08-06 | 2004-12-04 | 김길평 | An assembly breast wall for road |
| KR100519912B1 (en) * | 2005-01-19 | 2005-10-10 | (주) 신평엔지니어링종합건축사사무소 | Facilities of sound absorption breast of for construction |
| CN202577231U (en) * | 2012-05-11 | 2012-12-05 | 王蓥 | Interlocking ecological hydraulic building block revetment |
| CN102677695A (en) * | 2012-05-18 | 2012-09-19 | 河海大学 | Mutually-embedded ecological building block retaining wall and construction method thereof |
| CN202672097U (en) * | 2012-06-20 | 2013-01-16 | 王崧骅 | Protecting slope building block capable of being locked and protecting slope baffling wall |
| CN206607602U (en) * | 2017-03-09 | 2017-11-03 | 陈启品 | A kind of new prefabricated section and new type of retaining system |
| CN207582476U (en) * | 2017-11-27 | 2018-07-06 | 佛山科学技术学院 | A kind of civil engineering slopes ruggedized construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103388481B (en) | A kind of assembling-type precast plate for administering pucking and the method administering pucking | |
| CN210562157U (en) | Post-grouting composite pile | |
| CN109811782A (en) | A kind of soft soil foundation reinforcing method and its ruggedized construction | |
| CN207295685U (en) | Huge karst cavity ruggedized construction in Railway Tunnel | |
| CN207582476U (en) | A kind of civil engineering slopes ruggedized construction | |
| CN107842028A (en) | A kind of civil engineering slopes ruggedized construction | |
| CN103452107B (en) | A kind of material-saving device and method supporting laterally bearing pile | |
| CN206941617U (en) | A kind of arch retaining structure | |
| CN206513372U (en) | A kind of drilling and blasting method point pilot drive structure | |
| CN208619141U (en) | A kind of anchor cable bundle branch protection unit | |
| CN204849777U (en) | Tilting board double row pile supporting construction that bears down on one | |
| CN102888855A (en) | Combined balance weight retaining wall | |
| CN204570684U (en) | A kind of anchor head of Recyclable anchor rope is fixed and guiding device | |
| CN107974876A (en) | Existing railway increases road construction dike multiline pile earth-retaining construction | |
| CN102808636A (en) | Supporting method of large-section tunnel in water-rich complicated geological mass | |
| CN210948728U (en) | Interchangeable formula gob entry retaining waste rock support | |
| CN204662461U (en) | One props up blocking means to the board-like cutting of top counterfort weight | |
| CN207878496U (en) | A kind of pile structure of civil engineering | |
| CN208884549U (en) | A kind of supporting construction of large size talus slide | |
| CN203383229U (en) | Over-form construction formwork for oblique earth-retaining walls | |
| CN104631388A (en) | Ramp slope protection brick | |
| CN205677633U (en) | A kind of roadway grouting ruggedized construction | |
| CN107816053A (en) | A kind of pile structure of civil engineering | |
| CN205475278U (en) | Water conservancy construction cofferdam device | |
| CN216617533U (en) | Supporting construction in old and useless mine tunnel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180327 |