CN203923992U - Combined type revetment - Google Patents
Combined type revetment Download PDFInfo
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- CN203923992U CN203923992U CN201420179111.9U CN201420179111U CN203923992U CN 203923992 U CN203923992 U CN 203923992U CN 201420179111 U CN201420179111 U CN 201420179111U CN 203923992 U CN203923992 U CN 203923992U
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- revetment
- bodies
- refuting
- hollow
- combined type
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Abstract
The utility model discloses a kind of combined 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 utility model is simple in structure, and cost is lower, the revetment of the corresponding length of can pegging graft as required, and build time without excavation, quick construction and time saving and energy saving, save great amount of investment.
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, invests huge.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 combined type revetment easily of constructing.
the technical solution of the utility model is: a kind of combined type revetment, comprise several the first revetment bodies and several the second revetment bodies, and described the first revetment body and the second revetment body one are pegged graft and are arranged every an interval, ground.
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.
one of detailed description of the invention of described the first revetment body is: described the first revetment body comprises pedestal and extend 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.
two of the detailed description of the invention of described the first revetment body is: described the first revetment body comprises pedestal and extend the board-like body of refuting of pedestal top, and described pedestal is provided with the many pile bodies to downward-extension.
three of the detailed description of the invention of described the first revetment body is: described the first revetment body is that the solid board plug type that bottom has an angle of slope is refuted body, and solid board plug type is refuted the lower side of body to convexing with the projection that is located at river bed for supporting.
four of the detailed description of the invention of described the first revetment body is: described the first revetment body is that the hollow board plug type that bottom has an angle of slope is refuted body, and hollow board plug type is refuted the lower side of body to convexing with the projection that is located at river bed for supporting.
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 first revetment body and box barge body are realized installation location between the two by the grafting of fixture block and draw-in groove.
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 mono-;
fig. 3 is the cross-sectional partial structurtes schematic diagram of the utility model embodiment mono-;
fig. 4 is the medial surface schematic diagram of the part revetment of the utility model embodiment mono-;
fig. 5 is the vertical profile structural representation of the utility model embodiment bis-;
fig. 6 is the cross-sectional partial structurtes schematic diagram of the utility model embodiment bis-;
fig. 7 is the medial surface schematic diagram of the part revetment of the utility model embodiment bis-;
fig. 8 is the vertical profile structural representation of the utility model embodiment tri-;
fig. 9 is the cross-sectional partial structurtes schematic diagram of the utility model embodiment tri-;
figure 10 is the medial surface schematic diagram of the part revetment of the utility model embodiment tri-;
figure 11 is the vertical profile structural representation of the utility model embodiment tetra-;
figure 12 is the cross-sectional partial structurtes schematic diagram of the utility model embodiment tetra-;
figure 13 is the medial surface schematic diagram of the part revetment of the utility model embodiment tetra-;
figure 14 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; The 15 board-like bodies of refuting; 16 solid board plug types are refuted body; 17 hollow board plug types are refuted body; 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.
Detailed description of the invention
embodiment mono-: as shown in Figures 2 to 4, a kind of combined 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 Figure 14.
in the present embodiment, described the first revetment body 1 hollow refutes body 12 and pedestal 11 is made up of compressor wire concrete.
embodiment bis-: as shown in Figures 5 to 7, a kind of combined 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 board-like body 15 of refuting of pedestal 11 tops, and described pedestal 11 is provided with the many pile bodies 13 to 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 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 Figure 14.
in the present embodiment, described the first revetment body 1 board-like refutes body 15 and pedestal 11 is made up of compressor wire concrete.
embodiment mono-and embodiment bis-are 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 1 form one by cement, then remove heavy cylinder, 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.
embodiment tri-: as shown in Fig. 8 to Figure 10, a kind of combined 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 is refuted body 16 for the solid board plug type that bottom has angle of slope, and solid board plug type is refuted the lower side of body 16 to convexing with the projection 161 that is located at river bed for supporting.。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 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 Figure 14.
in the present embodiment, described solid board plug type is refuted body 16 and is made up of compressor wire concrete.
embodiment tetra-: as shown in Figure 11 to Figure 13, a kind of combined 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 is refuted body 17 for the hollow board plug type that bottom has angle of slope, and hollow board plug type is refuted the lower side of body to convexing with the projection that is located at river bed for supporting.。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 hollow body of refuting, the cross section of described box barge body 21 is the round-meshed I shape of middle part tool, 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 the body of rod 41 and the fixed block 43 that is arranged on the body of rod 41 outer ends.
in the present embodiment, described hollow board plug type is refuted body 17 and is made up of compressor wire concrete.
embodiment tri-and embodiment tetra-are in the time building revetment, as long as the angle of slope of the first revetment body 1 bottom is penetrated to the mud of river bed, and projection is supported be located on bottom surface, river bed, pressure a little again, then 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 (7)
1. a combined 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) is fixed with the medial surface of the second revetment body (2) the horizontal reinforced company extension bar (3) that the first revetment body (1) is connected with the second revetment body (2), described the first revetment body (1), any one in the second revetment body (2) and laterally reinforced company's extension bar (3) three or many persons' inner side are mounted with the pull bar (4) for oblique insertion embankment earth.
2. a kind of combined type revetment according to claim 1, is characterized in that: described pull bar (4) is made up of at the helical blade (42) of the body of rod (41) outer wall the slightly sharp body of rod in lower end (41) and winding.
3. according to a kind of combined type revetment described in claim 1 or 2, it is characterized in that: described the first revetment body (1) comprises pedestal (11) and extend the hollow body (12) of refuting of pedestal (11) top, described pedestal (11) is provided with the many pile bodies to downward-extension (13).
4. a kind of combined type revetment according to claim 3, it is characterized in that: described hollow medial surface of refuting body (12) is vertical plane, the hollow body (12) of refuting is low wide and up narrow tiltler, and described hollow hollow parts of refuting body (12) is filled out and is provided with filler (14).
5. according to a kind of combined type revetment described in claim 1 or 2, it is characterized in that: described the first revetment body (1) comprises pedestal (11) and extend the board-like body (15) of refuting of pedestal (11) top, described pedestal (11) is provided with the many pile bodies to downward-extension (13).
6. according to a kind of combined type revetment described in claim 1 or 2, it is characterized in that: the solid board plug type that described the first revetment body (1) has an angle of slope for bottom refutes body (16) or hollow board plug type is refuted body (17), solid board plug type is refuted lower side that body (16) or hollow board plug type refute body (17) to convexing with the projection (161,171) that is located at river bed for supporting.
7. according to a kind of combined type revetment described in claim 1 or 2, 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 the solid body of refuting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420179111.9U CN203923992U (en) | 2014-04-14 | 2014-04-14 | Combined type revetment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420179111.9U CN203923992U (en) | 2014-04-14 | 2014-04-14 | Combined type revetment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203923992U true CN203923992U (en) | 2014-11-05 |
Family
ID=51819846
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420179111.9U Expired - Fee Related CN203923992U (en) | 2014-04-14 | 2014-04-14 | Combined type revetment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203923992U (en) |
-
2014
- 2014-04-14 CN CN201420179111.9U patent/CN203923992U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20141105 Termination date: 20170414 |
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| CF01 | Termination of patent right due to non-payment of annual fee |