CN203855933U - Piling plate-inserting type revetment - Google Patents
Piling plate-inserting type revetment Download PDFInfo
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- CN203855933U CN203855933U CN201420179113.8U CN201420179113U CN203855933U CN 203855933 U CN203855933 U CN 203855933U CN 201420179113 U CN201420179113 U CN 201420179113U CN 203855933 U CN203855933 U CN 203855933U
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Abstract
The utility model discloses a piling plate-inserting type revetment. The piling plate-inserting 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 arranged at intervals in an inserting manner. The piling plate-inserting type revetment disclosed by the utility model has the advantages that the structure is simple, the cost is lower, and the revetment with corresponding length can be inserted; in building, the excavation is not needed, the construction is fast and the time and the labor are saved, so that a great 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 building, 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 the first surrounding in waters such as lake, rivers 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, the board plug type revetment of driving piles easily of constructing.
the technical solution of the utility model is: a kind of piling board plug 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, the board-like body of refuting that described the first revetment body comprises pedestal and extends pedestal top, described pedestal is provided with many to the pile body of downward-extension.
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.In the utility model, the cross section of described box barge body is I shape, 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 installation that the grafting by fixture block and draw-in groove of the first revetment body and box barge body realizes is between the two located.
further, the medial surface of described the first revetment body and the second revetment body is fixed with the horizontal reinforced company extension bar that the first revetment body is connected with the second revetment body.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 consist 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 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.
accompanying drawing explanation
below in conjunction with drawings and Examples, the utility model is further described:
fig. 1 is existing structural representation of refuting body;
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; 13 pile bodies; The 15 board-like bodies of refuting; 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; 43 fixed blocks.
The specific embodiment
embodiment: as shown in Figures 2 to 5, a kind of piling board plug 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.The board-like body 15 of refuting that described the first revetment body 1 comprises pedestal 11 and extends pedestal 11 tops, described pedestal 11 is provided with many to the pile body 13 of downward-extension.Described the second revetment body 2 has folded the establishing of two or more box barge bodies 21 to form, 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 installation that the grafting by fixture block 18 and draw-in groove 211 of the fixture block corresponding with above-mentioned draw-in groove 211 18, the first revetment bodies 1 and box barge body 21 realizes between the two and locate.
in the present embodiment, the medial surface of described the first revetment body 1 and the second revetment body 2 is fixed with 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 consist 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 board-like refutes body 15 and pedestal 11 consists of compressor wire concrete.
when 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 (2)
1. a piling board plug 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, the board-like body (15) of refuting that described the first revetment body (1) comprises pedestal (11) and extends pedestal (11) top, described pedestal (11) is provided with the many pile bodies to downward-extension (13), described the second revetment body (2) has folded the establishing of two or more box barge bodies (21) to form, described box barge body (21) is solid body or the hollow body of refuting of refuting.
2. a kind of piling board plug type revetment according to claim 1, 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 |
---|---|---|---|
CN201420179113.8U CN203855933U (en) | 2014-04-14 | 2014-04-14 | Piling plate-inserting type revetment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420179113.8U CN203855933U (en) | 2014-04-14 | 2014-04-14 | Piling plate-inserting type revetment |
Publications (1)
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CN203855933U true CN203855933U (en) | 2014-10-01 |
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CN201420179113.8U Expired - Fee Related CN203855933U (en) | 2014-04-14 | 2014-04-14 | Piling plate-inserting type revetment |
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Cited By (2)
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 |
CN105780722A (en) * | 2014-11-26 | 2016-07-20 | 上海勘测设计研究院有限公司 | Novel vertical type bank revetment structure |
-
2014
- 2014-04-14 CN CN201420179113.8U patent/CN203855933U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105780722A (en) * | 2014-11-26 | 2016-07-20 | 上海勘测设计研究院有限公司 | Novel vertical type bank revetment structure |
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 |
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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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141001 Termination date: 20170414 |