CN202023175U - Omnibearing interlocked revetment block - Google Patents
Omnibearing interlocked revetment block Download PDFInfo
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- CN202023175U CN202023175U CN2011200541199U CN201120054119U CN202023175U CN 202023175 U CN202023175 U CN 202023175U CN 2011200541199 U CN2011200541199 U CN 2011200541199U CN 201120054119 U CN201120054119 U CN 201120054119U CN 202023175 U CN202023175 U CN 202023175U
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- shaped lapping
- lapping plate
- shaped
- cuboid
- slope protection
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Abstract
The utility model relates to an omnibearing interlocked revetment block. The omnibearing interlocked revetment block comprises a rectangular solid, and is characterized in that a pair of L-shaped lapping plates in which notches are formed oppositely and face upwards are arranged on the front side surface of the rectangular solid; a pair of inverted L-shaped lapping plates in which notches are formed oppositely and face downwards are arranged on the rear side surface of the rectangular solid; the pair of L-shaped lapping plates and the pair of inverted L-shaped lapping plates are all symmetrical through the central cross section of the rectangular solid; a first groove is formed between vertical lapping sections of the L-shaped lapping plates; a second groove is formed between vertical lapping sections of the inverted L-shaped lapping plates; ecologic through holes are formed on the rectangular solid; and rope holes are respectively formed on the horizontal lapping surface of the L-shaped lapping plates and the horizontal lapping surface of the inverted L-shaped lapping plates in the longitudinal direction. The omnibearing interlocked revetment block constructs a reticulate structure with a plurality of omnibearing interlocked revetment blocks with the identical structures, and has the advantages of strong adaptability and anti-erosion property, high voidage, good water permeability, simplicity and convenience in construction and low maintenance cost.
Description
Technical field
The utility model relates to a kind of omnidirectional interlock type slope protection block.
Background technology
For preventing erosion, wash away erosion etc., on the bottom and side slope of natural river course, lake, reservoir, need to lay the paving layer of one deck bank protection, river bottom protection.Commonly used have rigidity lining cutting pavement structure and a flexible lining pavement structure, wherein, rigidity lining cutting pavement structure such as placed rockfill, cemented rock, cast-in-situ concrete etc., there is overall cost height, be difficult for green grass, aquatic organism can't survive and not have ecological property, incompatibility freezing up and defectives such as sedimentation, poor durability; And existing flexible lining pavement structure, cost is low slightly, permeability is better, but still has problems such as can't adapting to the river course moderate finite deformation.
The most frequently used material of flexible lining pavement structure is a slope protection block, and most slope protection blocks are plane interlocked blocks, and the vertical interlocked block of minority is also arranged.The plane interlocked block in the plane can kayser, and can spread and risk very many patterns, but it is not vertically being interlocked, when differential settlement or distortion of frost heave thaw collapse and vertical pressurized appear in the bank protection ground of this building block below, building block is often sunk separately easily, the bank protection surface seriously can finally cause the collapse of whole slope protection system with regard to out-of-flatness.Though existing vertical interlocked block is provided with the latching structure on the vertical direction, solved the problem that the building block meeting is sunk separately, but its in-plane kayser poor-performing, when being used for channel revetment, be subjected to big current scour meeting displacement distortion, often adopt the grass planting that bankets, the solid native measure of greening, increased construction costs.
Summary of the invention
At the problems referred to above, the purpose of this utility model be to provide a kind of can be in all directions kayser, adaptive capacity is strong and erosion resistibility is strong omnidirectional's interlock type slope protection block mutually, this omnidirectional's interlock type slope protection block can be concatenated into net structure with a plurality of omnidirectional's interlock type slope protection block overlap joints with spline structure, have very strong compliance and erosion resistibility, void content height, good water permeability, easy construction and maintenance cost are low.
To achieve these goals, the technical solution of the utility model is to provide a kind of omnidirectional interlock type slope protection block, comprise cuboid, it is characterized in that: described cuboid leading flank is provided with the opposing and just L shaped lapping plate up of a pair of breach, described cuboid trailing flank be provided with a pair of breach opposing and down fall L shaped lapping plate, two just L shaped lapping plates and two fall L shaped lapping plate all about the center cross-sectional symmetry of cuboid, form first groove between vertically lapped section of described two just L shaped lapping plates, described two fall and form second groove between vertically lapped section of L shaped lapping plate.
Further, described cuboid is provided with the ecological open-work of filling rubble or supplying plant growing.
Further, the horizontal faying surface of described just L shaped lapping plate and the horizontal faying surface of L shaped lapping plate of falling all offer in the vertical and are used to pass rope so that the building block of adjacent overlap joint in twos is concatenated into cancellated rope hole.
Further, the horizontal faying surface of described just L shaped lapping plate with fall the area of horizontal faying surface of L shaped lapping plate and equate.
Further, the level of described just L shaped lapping plate overlap joint section with fall the overlap height sum of level overlap joint section of L shaped lapping plate and equal the height of cuboid.
Further, the end face of described just L shaped lapping plate and the end face of L shaped lapping plate of falling all are located on the plane with the end face of cuboid, the bottom surface of described just L shaped lapping plate and fall the bottom surface of L shaped lapping plate and all be located on the plane with the bottom surface of cuboid.
The utlity model has following advantage.
(1) self intensity of the utility model omnidirectional interlock type slope protection block, compactness height, no matter be at the horizontal direction of building block or vertical direction kayser mutually, created omnidirectional's interlocking structure revolutionaryly, solved building block up hill and dale owing to the monolithic sedimentation and the horizontal shift problem that can not omnidirectional's kayser produce; Because the horizontal faying surface of building block all is provided with the rope hole in vertical direction, the rope hole of using flexible rope to pass the horizontal faying surface that is interlocked two adjacent building blocks successively is concatenated into net structure with a plurality of building blocks, form whole robust structure, make building block have superpower impact resistance; Also be provided with several ecological holes in building block, can have reduced concrete use amount, economical with materials has reduced cost, also can be used for planting little grass, shrub, gives aquatic animal the environment etc. that lives.
(2) net structure that is built into of omnidirectional's interlock type slope protection block of the present utility model and a plurality of building block that has with spline structure, be out of shape on a small scale running into bank protection, during the distortion that for example causes by depression, landslide, expansive soil etc., have very high compliance, can not damage whole net structure because of the small-scale distortion of bank protection.And this cancellated building block is provided with ecological hole and groove, therefore total void content height, good water permeability, ecological hole and groove in each independent building block can be planted grass planting or shrub, strengthen whole protect brokenly the face stability of structure in, beautify the environment, improve the ecological environment.
(3) omnidirectional's interlock type slope protection block of the present utility model and a plurality of building block that has with spline structure be built into net structure the time, easy construction, maintenance cost are low, new and old dyke, riverbank, riverbed, reservoir etc. all can use, can manually lay also and can adopt mechanized construction, especially can directly construct under water; Because this net structure connects a plurality of omnidirectionals interlock type slope protection block by rope and forms, so the grade of side slope of this net structure steepest can reach 1: 1, and erosion resistibility is superpower, the surface layer that can be kept perfectly under high-velocity flow and other adverse circumstances.
Description of drawings
Fig. 1 is the structural representation of the utility model omnidirectional interlock type slope protection block.
Fig. 2 is the overlap joint interlocking schematic diagram of two omnidirectional's interlock type slope protection blocks.
The net structure schematic diagram that Fig. 3 conspires to create for a plurality of omnidirectionals interlock type slope protection block overlap joint.
Among the figure: the just L shaped lapping plate 3-of 1-cuboid 2-falls the ecological open-work 7-of the L shaped lapping plate 4-first groove 5-second groove 6-rope 8-rope hole.
The specific embodiment
For above-mentioned feature and advantage of the present utility model can be become apparent, embodiment cited below particularly, and conjunction with figs. are described in detail below.
Please refer to Fig. 1, a kind of omnidirectional interlock type slope protection block, comprise cuboid 1, it is characterized in that: described cuboid 1 leading flank is provided with the opposing and just L shaped lapping plate 2 up of a pair of breach, described cuboid 1 trailing flank be provided with a pair of breach opposing and down fall L shaped lapping plate 3, two just L shaped lapping plates 2 and two fall L shaped lapping plate 3 all about the center cross-sectional symmetry of cuboid 1, form first groove 4 between vertically lapped section of described two just L shaped lapping plates 2, described two fall to form second groove 5 between vertically lapped section of L shaped lapping plate 3, and described cuboid 1 is provided with can fill rubble or for the ecological open-work 6 of plant growing.
For the ease of adjacent block is concatenated into net structure, the horizontal faying surface of described just L shaped lapping plate 2 and the horizontal faying surface of L shaped lapping plate 3 of falling all offer in the vertical and are used to pass rope so that the building block of adjacent overlap joint in twos is concatenated into cancellated rope hole 8.
For anufacturability is provided, the horizontal faying surface of described just L shaped lapping plate 2 with fall the area of horizontal faying surface of L shaped lapping plate 3 and equate, the level of described just L shaped lapping plate 2 overlap joint section with fall the overlap height sum of level overlap joint section of L shaped lapping plate 3 and equal the height of cuboid 1, the end face of described just L shaped lapping plate 2 and the end face of L shaped lapping plate 3 of falling all are located on the plane with the end face of cuboid 1, the bottom surface of described just L shaped lapping plate 2 and fall the bottom surface of L shaped lapping plate 3 and all be located on the plane described just L shaped lapping plate 2 with the bottom surface of cuboid 1, fall L shaped lapping plate 3 and cuboid 1 for the concrete one-time cast-forming.
Please refer to Fig. 2, two omnidirectional's interlock type slope protection blocks overlap interlockings through the just L shaped lapping plate 2 of a wherein building block and the L shaped lapping plate 3 that falls of another building block, the described just L shaped lapping plate 2 and the L shaped lapping plate 3 complementations breach separately that falls, mode by the overlap joint interlocking make two adjacent building blocks in the horizontal direction with vertical direction on displacement all be restricted, extremely reasonably utilize the simple structure of building block self just to realize the omnibearing firm mutual kayser of blockhouse.
Please refer to Fig. 3, a plurality of omnidirectionals interlock type slope protection block, adjacent in twos building block is through the just L shaped lapping plate 2 and the L shaped lapping plate 3 overlap joint interlockings of falling of another building block of a wherein building block, wear rope through with rope 7 again two adjacent overlap joint building blocks are connected into net structure, rope 7 can be selected flexible ropes such as polyester fiber hawser, galvanized steel cable or stainless steel cable for use.Rope 7 can be to pass the rope hole 8 of the lap-joint separately of adjacent block in twos successively in S shape mode, and so that a plurality of building blocks are connected in series, the building block of any two row overlap joints only gets final product with a rope; Rope 7 also can be only to pass the rope hole 8 that two adjacent building blocks are positioned at lap-joint, so that two adjacent building blocks are connected in series, promptly two mutually the building block of overlap joint with a rope.
When the embankment material use is done in building block, the ecological hole 6 that first groove 4, second groove 5 and the central authorities that respectively form building block in net structure are provided with, can green grass, organophosphor, nitrogen in the water body can be utilized by the bank plant absorbing, fully recover the balance of the natural cycle system of soil, water body, air.When building block is made the river bottom protection material and is used, can offer aquatic animal one environment that lives, improve the biological survival rate of water body, support water, purify water with fish.The netted structural ecological hole 6 and first groove 4, second groove 5 can be adjusted the ecological circulation system with holding water utilization, rebulid the ecosystem of river course and river levee.
The utility model does not limit to above-mentioned preferred forms, and anyone can draw other various forms of omnidirectionals interlock type slope protection blocks under enlightenment of the present utility model.All equalizations of being done according to the utility model claim change and modify, and all should belong to covering scope of the present utility model.
Claims (6)
1. omnidirectional's interlock type slope protection block, comprise cuboid, it is characterized in that: described cuboid leading flank is provided with the opposing and just L shaped lapping plate up of a pair of breach, described cuboid trailing flank be provided with a pair of breach opposing and down fall L shaped lapping plate, two just L shaped lapping plates and two fall L shaped lapping plate all about the center cross-sectional symmetry of cuboid, form first groove between vertically lapped section of described two just L shaped lapping plates, described two fall and form second groove between vertically lapped section of L shaped lapping plate.
2. omnidirectional according to claim 1 interlock type slope protection block is characterized in that: described cuboid is provided with the ecological open-work of filling rubble or supplying plant growing.
3. omnidirectional according to claim 1 and 2 interlock type slope protection block is characterized in that: the horizontal faying surface of described just L shaped lapping plate and the horizontal faying surface of L shaped lapping plate of falling all offer in the vertical and are used to pass rope so that the building block of adjacent overlap joint in twos is concatenated into cancellated rope hole.
4. omnidirectional according to claim 3 interlock type slope protection block is characterized in that: the horizontal faying surface of described just L shaped lapping plate with fall the area of horizontal faying surface of L shaped lapping plate and equate.
5. omnidirectional according to claim 3 interlock type slope protection block is characterized in that: the level of described just L shaped lapping plate overlap joint section with fall the overlap height sum of level overlap joint section of L shaped lapping plate and equal the height of cuboid.
6. omnidirectional according to claim 1 interlock type slope protection block, it is characterized in that: the end face of described just L shaped lapping plate and the end face of L shaped lapping plate of falling all are located on the plane with the end face of cuboid, the bottom surface of described just L shaped lapping plate and fall the bottom surface of L shaped lapping plate and all be located on the plane with the bottom surface of cuboid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200541199U CN202023175U (en) | 2011-03-03 | 2011-03-03 | Omnibearing interlocked revetment block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200541199U CN202023175U (en) | 2011-03-03 | 2011-03-03 | Omnibearing interlocked revetment block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202023175U true CN202023175U (en) | 2011-11-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200541199U Expired - Lifetime CN202023175U (en) | 2011-03-03 | 2011-03-03 | Omnibearing interlocked revetment block |
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| CN (1) | CN202023175U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102071665A (en) * | 2011-03-03 | 2011-05-25 | 黄川� | Omnidirectional interlocking slope protection building block and lapping interlocking method thereof |
| CN103758084A (en) * | 2014-01-27 | 2014-04-30 | 浙江水利水电学院 | Ecological river interlocking type building blocks and construction method for building protection ridge through building blocks |
| CN104047293A (en) * | 2013-03-11 | 2014-09-17 | 福建恒瑞新型建材有限公司 | Anti-falling and anti-skidding jigsaw type building block |
| CN108301382A (en) * | 2017-09-07 | 2018-07-20 | 北京东方园林环境股份有限公司 | One kind is planted raw purified water type concrete segment |
| CN109837868A (en) * | 2019-01-23 | 2019-06-04 | 长江航道规划设计研究院 | A kind of grid group permeable ecology shield beach grid block and be made of the grid block |
-
2011
- 2011-03-03 CN CN2011200541199U patent/CN202023175U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102071665A (en) * | 2011-03-03 | 2011-05-25 | 黄川� | Omnidirectional interlocking slope protection building block and lapping interlocking method thereof |
| CN102071665B (en) * | 2011-03-03 | 2012-10-03 | 黄川� | Omnidirectional interlocking slope protection building block and lapping interlocking method thereof |
| CN104047293A (en) * | 2013-03-11 | 2014-09-17 | 福建恒瑞新型建材有限公司 | Anti-falling and anti-skidding jigsaw type building block |
| CN103758084A (en) * | 2014-01-27 | 2014-04-30 | 浙江水利水电学院 | Ecological river interlocking type building blocks and construction method for building protection ridge through building blocks |
| CN108301382A (en) * | 2017-09-07 | 2018-07-20 | 北京东方园林环境股份有限公司 | One kind is planted raw purified water type concrete segment |
| CN109837868A (en) * | 2019-01-23 | 2019-06-04 | 长江航道规划设计研究院 | A kind of grid group permeable ecology shield beach grid block and be made of the grid block |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20111102 Effective date of abandoning: 20121003 |