CN209211389U - Bank slump repairs structure - Google Patents
Bank slump repairs structure Download PDFInfo
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- CN209211389U CN209211389U CN201821867807.5U CN201821867807U CN209211389U CN 209211389 U CN209211389 U CN 209211389U CN 201821867807 U CN201821867807 U CN 201821867807U CN 209211389 U CN209211389 U CN 209211389U
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- gabion
- water level
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- timber
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Abstract
The utility model relates to bank slumps to repair structure, mainly include bank slope, sandy gravel, the above gabion of ordinary water level, anti-filter geotextiles, planting soil, concrete prefabricated sash beam, grass planting slope protection, prefabricated concrete board, normal water bit line, spud pile bottom plate, peplos bag slip casting gabion lock foot, dredge grooving, timber, L-type steel plate, steel nail, U-shaped steel plate, the pre-buried fixed link of gabion, concrete prefabricated sash beam preformed hole, the following gabion of ordinary water level, steel plate, sash slot；After the completion of bank slope excavates, backfills sandy gravel and roll；The following gabion construction of ordinary water level and the above gabion construction of ordinary water level；Setting peplos bag slip casting gabion locks foot on the outside of timber；The above gabion of ordinary water level is laid with anti-filter geotextiles；Concrete prefabricated sash beam is laid in anti-filter geotextiles；Laying planting soil in sash slot, grass planting slope protection.The utility model can be effectively reduced engineering cost, accelerate speed of application, and repairing effect is significant, applied to can obtain preferable technical economic benefit in Practical Project.
Description
Technical field
The utility model relates to hydraulic engineering fields, and in particular to a bank slump repairs structure, suitable for applying for bank slump reparation
Work.
Background technique
Reservoir bank slump causes water front to move back, and reduces the arable land around reservoir area year by year.And after the arable land of local villager collapses,
Living condition is more severe, and peasant is difficult to bear, and causing huge economic loss to become to the villages and small towns on bank slump reservoir area periphery influences
The stable social concern in reservoir area periphery.Simultaneously as bank slump, which makes a large amount of soil bodys collapse, is put in storage generation siltation, reduce storage capacity.
In practice of construction, construction personnel should carry out the supervision of construction quality, construct according to the standard of detail design,
Reinforce the management of construction, improve the quality that bank slump repairs structure construction, it is ensured that the globality of entire slope surface reparation.Preferably with this
Serve society.
Utility model content
The purpose of this utility model is to provide a bank slumps to repair structure, solving the problems, such as bank slump repairing construction, completely
The demand of sufficient structure construction.
To realize the above technology, the utility model uses following technical scheme:
Bank slump repairs structure, is arranged on bank slope, wherein being laid with sandy gravel on the bank slope, including the above stone of ordinary water level
Cage and the following gabion of ordinary water level, wherein the above gabion of the ordinary water level refers to the gabion for being located at normal water bit line or more,
Accordingly, the following gabion of the ordinary water level refers to being located at normal water bit line gabion below, the following stone of ordinary water level
Cage is fastened on the bank slope, and anti-filter geotextiles and concrete prefabricated sash are arranged on the above gabion of ordinary water level
Beam.
In some embodiments, the following gabion of the ordinary water level loads on the ground, the following gabion of ordinary water level
Pre-buried spud pile bottom plate and timber, the spud pile bottom plate are connect with the timber by L-type steel plate, U-shaped steel plate and steel nail.
In some embodiments, the position that the spud pile bottom plate is connected with single timber, institute is arranged in the L-type steel plate
The position that the spud pile bottom plate and the connection of two timbers is arranged in U-shaped steel plate is stated, the steel nail is inserted into the spud pile bottom plate
With the timber to connect the spud pile bottom plate and the timber.
In some embodiments, the timber is inserted into bank slope, the above gabion pre-embedded steel slab of ordinary water level, and gabion is pre-
Fixed link is buried to be welded on the steel plate.
In some embodiments, the above gabion top of the ordinary water level is laid with anti-filter geotextiles and concrete prefabricated frame
Lattice beam, the concrete prefabricated sash beam form multiple spaced sash slots.
In some embodiments, concrete prefabricated sash beam preformed hole, the stone is arranged in the concrete prefabricated sash beam
The pre-buried fixed link of cage is inserted into the concrete prefabricated sash beam preformed hole, laying planting soil and grass planting shield in the sash slot
Slope.
In some embodiments, it dredges grooving to be arranged on the outside of the timber, described dredge places gabion in grooving, on the outside of gabion
Geotechnological cloth bag is wrapped up, grouting behind shaft or drift lining forms peplos bag slip casting gabion and locks foot.
Technical solution provided by the utility model compared with prior art, has the following beneficial effects:
(1) the following gabion construction of ordinary water level, pre-buried spud pile bottom plate and timber, pre-buried spud pile bottom plate pass through with timber
L-type steel plate, U-shaped steel plate, steel nail connection, filling cobble finish lifting to position below the water surface, and timber is inserted into soil, is effectively protected
Demonstrate,prove the protection against erosion ability of gabion.
(2) concrete prefabricated sash beam preformed hole is arranged in concrete prefabricated sash beam, and the pre-buried fixed link of gabion is inserted into coagulation
In native prefabricated frame lattice beam preformed hole, the globality of sash beam is improved.
(3) it dredges grooving to be arranged on the outside of timber, dredges and place gabion in grooving, geotechnological cloth bag, grouting behind shaft or drift lining are wrapped up on the outside of gabion
It forms peplos bag slip casting gabion and locks foot, improve the protection against erosion ability of gabion.
Detailed description of the invention
Fig. 1 is that the bank slump of an embodiment according to the present utility model repairs the sectional schematic diagram of structure.
Fig. 2 is that the connection of the timber and spud pile bottom plate of the bank slump reparation structure of an embodiment according to the present utility model is shown
It is intended to.
Fig. 3 is the floor map that the bank slump of an embodiment according to the present utility model repairs the slope protection of structure.
Fig. 4 is the floor map of A-A slope surface in Fig. 3.
Fig. 5 is that the plane of the concrete prefabricated sash beam of the bank slump reparation structure of an embodiment according to the present utility model is shown
It is intended to.
In figure: 1- bank slope, 2- sandy gravel, the above gabion of 3- ordinary water level, 4- anti-filter geotextiles, 5- planting soil, 6- coagulation
Native prefabricated frame lattice beam, 7- grass planting slope protection, the prefabricated concrete board of 8-, 9- normal water bit line, 10- spud pile bottom plate, 11- peplos bag note
Slurry gabion lock foot, 12- dredge grooving, 13- timber, 14-L shape steel plate, 15- steel nail, 16-U shape steel plate, the land and water 17- line of demarcation, 18-
The concrete prefabricated sash beam seam of the pre-buried fixed link of gabion, 19-, the concrete prefabricated sash beam preformed hole of 20-, 21- ordinary water level with
Lower gabion, 22- steel plate, 23- sash slot.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art's every other embodiment obtained, all belongs to
In the range of the utility model protection.
It will be understood by those skilled in the art that in the exposure of the utility model, term " longitudinal direction ", " transverse direction ", "upper",
The orientation of the instructions such as "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom" "inner", "outside" or position are closed
System is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of describing the present invention and simplifying the description, without
It is that the device of indication or suggestion meaning or element must have a particular orientation, be constructed and operated in a specific orientation, therefore on
Stating term should not be understood as limiting the present invention.
It is understood that term " one " is interpreted as " at least one " or " one or more ", i.e., in one embodiment,
The quantity of one element can be one, and in a further embodiment, the quantity of the element can be it is multiple, term " one " is no
It can be interpreted as the limitation to quantity.
The construction technical requirements such as bank slope excavates in the utility model embodiment, gabion lifts repeat no more, and emphasis illustrates
Embodiments of the present invention, invention is further described in detail with reference to the accompanying drawing and by embodiment, and the explanation is not
It is confined to following embodiment.
As shown in Figs. 1-5, the structural schematic diagram that the bank slump of an embodiment according to the present utility model repairs structure is demonstrated,
It includes bank slope (1), sandy gravel (2), the above gabion of ordinary water level (3), anti-filter geotextiles (4), plantation that the bank slump, which repairs structure,
Native (5), concrete prefabricated sash beam (6), grass planting slope protection (7), prefabricated concrete board (8), normal water bit line (9), spud pile bottom plate
(10), peplos bag slip casting gabion locks foot (11), dredges grooving (12), timber (13), L-type steel plate (14), steel nail (15), U-shaped steel
Plate (16), land and water line of demarcation (17), the pre-buried fixed link of gabion (18), concrete prefabricated sash beam stitch (19), concrete prefabricated frame
Lattice beam preformed hole (20), the following gabion of ordinary water level (21), steel plate (22), sash slot (23).
The bank slump repairs structure, is arranged on bank slope (1), wherein sandy gravel (2) are laid on the bank slope (1), including
The above gabion of ordinary water level (3) and the following gabion of ordinary water level (21), wherein the above gabion of the ordinary water level (3) refers to position
Gabion more than normal water bit line (9), accordingly, the following gabion of ordinary water level (21) refer to being located at normal water bit line
(9) gabion below, the following gabion of ordinary water level (21) are fastened on the bank slope (1), the ordinary water level with
Anti-filter geotextiles (4) and concrete prefabricated sash beam (6) are set on upper gabion (3).
The following gabion of ordinary water level (21) is loaded on the ground, the pre-buried fixation of the following gabion of ordinary water level (21)
Stake bottom plate (10) and timber (13), the spud pile bottom plate (10) and the timber (13) pass through L-type steel plate (14), U-shaped steel plate
(16) and steel nail (15) connects, specifically, the L-type steel plate (14) is arranged in the spud pile bottom plate (10) and single wood
The position of stake (16) connection, U-shaped steel plate (16) setting are connected in the spud pile bottom plate (10) and two timbers (16)
Position, the steel nail (15) are inserted into the spud pile bottom plate (10) and the timber (16) to connect the spud pile bottom plate (10)
With the timber (16).
Filling cobble finishes lifting to water level (9) following position, and the timber (13) is inserted into soil；The ordinary water level
The above gabion (21) is loaded in situ in slope surface, and pre-embedded steel slab (22), the pre-buried fixed link of gabion (18) are welded on the steel plate
(22) on.
The above gabion of ordinary water level (21) top is laid with anti-filter geotextiles (4) and concrete prefabricated sash beam (6),
The concrete prefabricated sash beam (6) forms multiple spaced sash slots (23), specifically, the concrete prefabricated frame
Concrete prefabricated sash beam preformed hole (20) is arranged in lattice beam (6), and it is pre- that the pre-buried fixed link of gabion (18) is inserted into the concrete
In sash beam preformed hole (20) processed, laying planting soil (5) and grass planting slope protection (7) in the sash slot (23).
Grooving (12) setting is dredged on the outside of the timber (13), described dredge places gabion in grooving (12), packet on the outside of gabion
Geotechnological cloth bag is wrapped up in, grouting behind shaft or drift lining forms peplos bag slip casting gabion lock foot (11).
The utility model is not limited to above-mentioned preferred forms, anyone can obtain under the enlightenment of the utility model
Other various forms of products, however, make any variation in its shape or structure, it is all that there is same as the present application or phase
Approximate technical solution, all falls within the protection scope of the utility model.
Claims (7)
1. bank slump repairs structure, it is arranged on bank slope (1), wherein being laid with sandy gravel (2) on the bank slope (1), which is characterized in that
Including the above gabion of ordinary water level (3) and the following gabion of ordinary water level (21), wherein the above gabion of the ordinary water level (3)
Refer to the gabion for being located at normal water bit line (9) or more, accordingly, the following gabion of ordinary water level (21) refers to being located at just
Normal water line (9) gabion below, the following gabion of ordinary water level (21) are fastened on the bank slope (1), it is described just
Anti-filter geotextiles (4) and concrete prefabricated sash beam (6) are set on the above gabion of ordinary water level (3).
2. bank slump according to claim 1 repairs structure, which is characterized in that the following gabion of ordinary water level (21) is on ground
It is loaded on face, the pre-buried spud pile bottom plate (10) of the following gabion of ordinary water level (21) and timber (13), the spud pile bottom plate
(10) it is connect with the timber (13) by L-type steel plate (14), U-shaped steel plate (16) and steel nail (15).
3. bank slump according to claim 2 repairs structure, which is characterized in that the L-type steel plate (14) is arranged described solid
Determine the position of stake bottom plate (10) and single timber (13) connection, the U-shaped steel plate (16) is arranged in the spud pile bottom plate (10)
With the position of two timbers (13) connection, the steel nail (15) is inserted into the spud pile bottom plate (10) and the timber (13) with even
Connect the spud pile bottom plate (10) and the timber (13).
4. bank slump according to claim 3 repairs structure, which is characterized in that the timber (13) is inserted into the bank slope (1)
In, the above gabion of ordinary water level (3) pre-embedded steel slab (22), the pre-buried fixed link of gabion (18) is welded on the steel plate (22)
On.
5. bank slump according to claim 4 repairs structure, which is characterized in that the above gabion of ordinary water level (21) top
It is laid with anti-filter geotextiles (4) and concrete prefabricated sash beam (6), the concrete prefabricated sash beam (6) forms multiple intervals
The sash slot (23) of setting.
6. bank slump according to claim 5 repairs structure, which is characterized in that concrete prefabricated sash beam (6) setting
Concrete prefabricated sash beam preformed hole (20), it is reserved that the pre-buried fixed link of gabion (18) is inserted into the concrete prefabricated sash beam
In hole (20), laying planting soil (5) and grass planting slope protection (7) in the sash slot (23).
7. repairing structure to 6 any bank slumps according to claim 1, which is characterized in that dredge grooving (12) and be arranged in timber
(13) outside, described dredge place gabion, geotechnological cloth bag are wrapped up on the outside of gabion in grooving (12), grouting behind shaft or drift lining forms the slip casting of peplos bag
Gabion locks foot (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821867807.5U CN209211389U (en) | 2018-11-13 | 2018-11-13 | Bank slump repairs structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821867807.5U CN209211389U (en) | 2018-11-13 | 2018-11-13 | Bank slump repairs structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209211389U true CN209211389U (en) | 2019-08-06 |
Family
ID=67459295
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821867807.5U Active CN209211389U (en) | 2018-11-13 | 2018-11-13 | Bank slump repairs structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209211389U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356140A (en) * | 2021-06-25 | 2021-09-07 | 中铁第四勘察设计院集团有限公司 | Slope protection building block, ecological slope protection suitable for rain source type river channel and construction method of ecological slope protection |
-
2018
- 2018-11-13 CN CN201821867807.5U patent/CN209211389U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356140A (en) * | 2021-06-25 | 2021-09-07 | 中铁第四勘察设计院集团有限公司 | Slope protection building block, ecological slope protection suitable for rain source type river channel and construction method of ecological slope protection |
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