CN203855931U - Vertical plug-in type revetment - Google Patents
Vertical plug-in type revetment Download PDFInfo
- Publication number
- CN203855931U CN203855931U CN201420179049.3U CN201420179049U CN203855931U CN 203855931 U CN203855931 U CN 203855931U CN 201420179049 U CN201420179049 U CN 201420179049U CN 203855931 U CN203855931 U CN 203855931U
- Authority
- CN
- China
- Prior art keywords
- revetment
- bodies
- refuting
- hollow
- pedestal
- 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.)
- Expired - Fee Related
Links
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a vertical plug-in type revetment. The vertical plug-in type revetment comprises a plurality of first revetment bodies and a plurality of second revetment bodies, wherein the first revetment bodies and the second revetment bodies are alternately arranged in a plug-in way one by one; each first revetment body comprises a pedestal and a hollow first revetment body which extends above the pedestal; a plurality of pile bodies which extend downward are arranged on each pedestal. The vertical plug-in type revetment is simple in structure and relatively low in cost, the revetment with corresponding length can be plugged according to needs, excavation is not required during building, construction is high in speed, time and labor are saved, and a large amount of investment is saved.
Description
Technical field
the utility model relates to a kind of revetment.
Background technology
revetment is the engineering structure that plays protective action, is the part that waters contacts with land, plays the effect of antiscour, the avalanche of anti-sealing bank.Revetment requires firm and stable while build, therefore large more options building stones are built by laying bricks or stones or with concreting, also had and adopt the grey soil layer that end face is widened to do basis, and revetment is built thereon.
when existing newly-built revetment is built, need first around the waters such as lake, river, first to block and enclose, then drain the water enclosing in region, excavate the mud in it, revetment is built in region after its excavation again, last gap backfill earth between revetment and ground again.Such build investment is very large, not only need larger human and material resources, and the area of excavation is very huge, and construction is also comparatively complicated.And original building stones are built by laying bricks or stones or poor by the revetment intensity of concreting, easily collapse.
Summary of the invention
the utility model object is: provide a kind of without excavation, construction three-dimensional plug-in type revetment easily.
the technical solution of the utility model is: a kind of three-dimensional plug-in type revetment, comprise several the first revetment bodies and several the second revetment bodies, described the first revetment body and the second revetment body one are pegged graft and are arranged every an interval, ground, described the first revetment body comprises pedestal and extends the hollow body of refuting of pedestal top, and described pedestal is provided with the many pile bodies to downward-extension.
described hollow medial surface of refuting body is vertical plane, and the hollow body of refuting is low wide and up narrow tiltler, and described hollow hollow parts of refuting body is filled out and is provided with filler.
the concrete structure of described the second revetment body is: described the second revetment body has folded the establishing of two or more box barge bodies to form, and described box barge body is solid body or the hollow body of refuting of refuting.The cross section of described box barge body is I shape, and its both sides are formed with draw-in groove, and the both sides of described the first revetment body have the fixture block corresponding with above-mentioned draw-in groove, and the first revetment body and box barge body are realized installation location between the two by the grafting of fixture block and draw-in groove.
further, described the first revetment body is fixed with the medial surface of the second revetment body the horizontal reinforced company extension bar that the first revetment body is connected with the second revetment body.
further, any one in described the first revetment body, the second revetment body and the horizontal extension bar three of reinforced company or many persons' inner side are mounted with the pull bar for oblique insertion embankment earth.Described pull bar can be made up of at the helical blade of body of rod outer wall the slightly sharp body of rod in lower end and winding.
the utility model is in the time building revetment, as long as drop into heavy cylinder in the position that the first revetment body need to be set and heavy type cylinder bottom be pressed into river bed, then drain the water in cylinder, in cylinder, drive piles again and pack the first revetment body into, then remove heavy bucket, gap location between adjacent two the first revetment bodies stacks box barge body and forms revetment, finally gap backfill earth between revetment and riverbank.
the utility model has the advantages that: revetment of the present utility model is that the first revetment body and the grafting of the second revetment body by making in advance forms, it is simple in structure, cost is lower, the revetment of the corresponding length of can pegging graft as required, and construction more for convenience, after need not will first blocking as traditional revetment, draining, could construct, the utility model is without excavation, as long as first the first revetment body is installed to location, between adjacent two first revetment bodies, stack box barge body again and can form revetment, quick construction and time saving and energy saving, saves great amount of investment.
brief description of the drawings
below in conjunction with drawings and Examples, the utility model is further described:
fig. 1 is the structural representation of existing newly-built revetment;
fig. 2 is the vertical profile structural representation of the utility model embodiment;
fig. 3 is the cross-sectional partial structurtes schematic diagram of the utility model embodiment;
fig. 4 is the medial surface schematic diagram of the part revetment of the utility model embodiment;
fig. 5 is the structural representation of pull bar in the utility model.
wherein: 1 first revetment body; 11 pedestals; The 12 hollow bodies of refuting; 13 pile bodies; 14 fillers; 18 fixture blocks;
2 second revetment bodies; 21 box barge bodies; 211 draw-in grooves;
3 horizontal reinforced company extension bars;
4 pull bars; 41 bodies of rod; 42 helical blades.
Detailed description of the invention
embodiment: as shown in Figures 2 to 4, a kind of three-dimensional plug-in type revetment, comprises several the first revetment body 1 and several the second revetment bodies 2, and described the first revetment body 1 and the second revetment body 2 one are pegged graft and arranged every an interval, ground.Described the first revetment body 1 comprises pedestal 11 and extends the hollow body 12 of refuting of pedestal 11 tops, and described pedestal 11 is provided with the many pile bodies 13 to downward-extension.Described hollow medial surface of refuting body 12 is vertical plane, and the hollow body 12 of refuting is for low wide and up narrow tiltler, and described hollow hollow parts of refuting body 12 is filled out and is provided with filler 14.Described the second revetment body 2 has folded the establishing of two or more box barge bodies 21 to form, in the present embodiment figure, described box barge body 21 is the solid body of refuting, the cross section of described box barge body 21 is I shape, its both sides are formed with draw-in groove 211, the both sides of described the first revetment body 1 have the fixture block corresponding with above-mentioned draw-in groove 211 18, the first revetment bodies 1 and box barge body 21 is realized installation location between the two by fixture block 18 and the grafting of draw-in groove 211.
in the present embodiment, described the first revetment body 1 is fixed with the medial surface of the second revetment body 2 the horizontal reinforced company extension bar 3 that the first revetment body is connected with 1 second revetment body 2.Any one in described the first revetment body 1, the second revetment body 2 and horizontal extension bar 3 threes of reinforced company or many persons' inner side are mounted with the pull bar 4 for oblique insertion embankment earth.Described pull bar 4 can be made up of at the helical blade 42 of body of rod outer wall the slightly sharp body of rod 41 in lower end and winding, sees Fig. 5.
in the present embodiment, described the first revetment body 1 hollow refutes body 12 and pedestal 11 is made up of compressor wire concrete.
in the time building revetment, as long as drop into heavy cylinder in the position that the first revetment body 1 need to be set and heavy type cylinder bottom be pressed into river bed, then drain the water in cylinder, piling in cylinder again, the part of input the first revetment body 1 except pile body, and build and make pile body 13 and pedestal 11 form one by cement, then remove heavy bucket, the gap location between adjacent two the first revetment bodies 1 stacks box barge body 21 and forms revetment, finally gap backfill earth between revetment and riverbank.
revetment of the present utility model is that the first revetment body 1 and the second revetment body 2 grafting by making in advance form, it is simple in structure, cost is lower, the revetment of the corresponding length of can pegging graft as required, and while building without excavation, as long as first the first revetment body 1 is installed to location, then between adjacent two first revetment bodies 1, stack box barge body 21 and can form revetment, quick construction and time saving and energy saving, saves great amount of investment.
below be only concrete exemplary applications of the present utility model, protection domain of the present utility model is not constituted any limitation.In addition to the implementation, the utility model can also have other embodiment.All employings are equal to the technical scheme of replacement or equivalent transformation formation, within all dropping on the utility model scope required for protection.
Claims (4)
1. a three-dimensional plug-in type revetment, it is characterized in that: comprise several the first revetment bodies (1) and several the second revetment bodies (2), described the first revetment body (1) and the second revetment body (2) are pegged graft and are arranged every an interval, ground, described the first revetment body (1) comprises pedestal (11) and extends the hollow body (12) of refuting of pedestal (11) top, described pedestal (11) is provided with the many pile bodies to downward-extension (13), described hollow medial surface of refuting body (12) is vertical plane, the hollow body (12) of refuting is low wide and up narrow tiltler.
2. a kind of three-dimensional plug-in type revetment according to claim 1, is characterized in that: described hollow hollow parts of refuting body (12) is filled out and is provided with filler (14).
3. a kind of three-dimensional plug-in type revetment according to claim 1, it is characterized in that: described the second revetment body (2) has folded the establishing of two or more box barge bodies (21) to form, and described box barge body (21) is solid body or the hollow body of refuting of refuting.
4. a kind of three-dimensional plug-in type revetment according to claim 3, it is characterized in that: the cross section of described box barge body (21) is I shape, its both sides are formed with draw-in groove (211), the both sides of described the first revetment body (1) have the fixture block (18) corresponding with above-mentioned draw-in groove (211), and the first revetment body (1) and box barge body (21) are realized installation location between the two by fixture block (18) and the grafting of draw-in groove (211).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420179049.3U CN203855931U (en) | 2014-04-14 | 2014-04-14 | Vertical plug-in type revetment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420179049.3U CN203855931U (en) | 2014-04-14 | 2014-04-14 | Vertical plug-in type revetment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203855931U true CN203855931U (en) | 2014-10-01 |
Family
ID=51605797
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420179049.3U Expired - Fee Related CN203855931U (en) | 2014-04-14 | 2014-04-14 | Vertical plug-in type revetment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203855931U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625300A (en) * | 2016-03-10 | 2016-06-01 | 俞向阳 | Ecological environment protection type bunding protecting wall and concrete piles used for ecological environment protection type bunding protecting wall |
-
2014
- 2014-04-14 CN CN201420179049.3U patent/CN203855931U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625300A (en) * | 2016-03-10 | 2016-06-01 | 俞向阳 | Ecological environment protection type bunding protecting wall and concrete piles used for ecological environment protection type bunding protecting wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205134331U (en) | Foundation ditch excavation bearing structure | |
| CN103526721B (en) | A kind of permeable pile foundation groynes | |
| CN103924602B (en) | Deep Thick Soft Ground foundation ditch construction method | |
| CN104846781A (en) | Ecological interlocking block and ecological interlocking block type slope protection construction method | |
| CN103510528A (en) | Blind trench water discharging structure used for underground structure up-floating prevention | |
| CN204780764U (en) | Ecological wallboard formula barricade shore protection with ribbing of environment friendly | |
| CN203668885U (en) | Novel hydraulic reclamation mould bag | |
| CN102660955A (en) | Quick construction method for foundation pit slope support | |
| CN203066104U (en) | H-shaped plain concrete brick and small ecological soil-blocking wall bricked by same | |
| CN209760136U (en) | Ecological revetment structure of assembled low pile cushion cap | |
| CN104404949A (en) | Root-shaped filling pile | |
| CN203855933U (en) | Piling plate-inserting type revetment | |
| CN203729309U (en) | Support system with combined double-row piles combined with vertical prestressed anchor bolts | |
| CN203855931U (en) | Vertical plug-in type revetment | |
| KR20150061712A (en) | Water proof structure of Bank | |
| CN102493488A (en) | Construction method for reverse beams and normal plates in foundation pit engineering | |
| CN104131578B (en) | Stream is moulded basement cushion cap base plate under shape soil property and is inverted construction technology and structure | |
| CN204225069U (en) | Bank protection work unfavorable geology shallow underground drainage system | |
| CN204266164U (en) | Concrete veneer and grill-shaped cement soil wall combined type bank protection structure | |
| CN204112363U (en) | Barricade, blocking dam, river levee, the drainage groove of a kind of brick body and formation thereof | |
| CN203716167U (en) | Inverted structure for basement bearing platform bottom plate in fluidal plastic earthiness | |
| CN203855932U (en) | Plugboard-type revetment | |
| CN203923992U (en) | Combined type revetment | |
| CN104895008B (en) | The construction method of environmentally friendly ecology wallboard type with ribbing barricade shore protection | |
| CN103967033A (en) | Hydropower house foundation handling method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141001 Termination date: 20170414 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |