CN106049358A - Splicing frame-type slope protection component, slope protection device and retaining wall - Google Patents
Splicing frame-type slope protection component, slope protection device and retaining wall Download PDFInfo
- Publication number
- CN106049358A CN106049358A CN201610513054.7A CN201610513054A CN106049358A CN 106049358 A CN106049358 A CN 106049358A CN 201610513054 A CN201610513054 A CN 201610513054A CN 106049358 A CN106049358 A CN 106049358A
- Authority
- CN
- China
- Prior art keywords
- dividing plate
- latch fitting
- locking structure
- slope protection
- ccf layer
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention relates to a splicing frame-type slope protection component compressed by concrete, a slope protection device and a retaining wall. The splicing frame-type slope protection component comprises partitions and lock pieces. Two vertical sides of each partition are respectively provided with a first locking structure. Each lock piece is of the columnar structure, as high as the corresponding partition. Each lock piece is provided with at least two second locking structures interlocking with the first locking structures of the corresponding partition. The splicing frame-type slope protection component adopts the partitions and the lock pieces to be spliced into the frame-type concrete components. The weight of the concrete member occupies only a small part of the whole slope protection device and the retaining wall, realizing the lightweight slope protection device and the retaining wall. The component has the advantages of simple process, low transportation cost, firm structure, high intensity and long service life, and solves the technical problem of heavy weight and material waste of concrete bricks in the prior art.
Description
Technical field
The present invention relates to the building element of a kind of concrete compacting, for bank protection or the barricade of hydraulic engineering.
Background technology
Existing bank protection or barricade use stone or concrete brick to make.In order to alleviate weight, cost-effective, concrete brick is equal
Use rectangular structure, be provided with fabrication hole.But, it is provided with the weight of concrete brick of fabrication hole structure the most too
Greatly, serious waste cement.If fabrication hole is too big, then can affect the intensity of concrete brick.To this end, be badly in need of a kind of lightweight macroscopic void
Concrete brick structure.
Summary of the invention
It is an object of the present invention to provide a kind of joint frame posture slope protecting components, slope protection device and barricade, which solve existing skill
Concrete brick weight in art is big, the technical problem of waste material.
The technical solution of the present invention is:
A kind of joint frame posture slope protecting components, is formed by concrete compacting, and it is characterized in that, including dividing plate and latch fitting；
Two vertical side edge of described dividing plate are respectively arranged with the first locking structure；Described latch fitting is column structure, contour with dividing plate, its
On be provided with second locking structure of the first locking structure interlocking of at least two and dividing plate.
Multiple bridle ports of through two sides it are provided with in aforementioned barriers；Described bridle port is at least a row, often drains into
Few one；The most through hole, construction location it is provided with on described latch fitting；Described first locking structure is for set from top to bottom
Put the groove at divider upright side；Described second locking structure is the projection being arranged on latch fitting lateral surface from top to bottom.
The first slope protection device being made up of above-mentioned joint frame posture slope protecting components, including multiple dividing plates and multiple latch fitting structure
The ccf layer become and the soil being filled in ccf layer or stone；Described latch fitting is matrix distribution, and by anchoring rods through construction
Location is vertically fixed on bank protection behind hole；Two the first locking structures of described dividing plate respectively with wherein the one of adjacent two latch fittings
Individual second locking structure clamping.
In order to prevent soil or stone to be washed, slope protection device also includes being laid on the geotextiles below this ccf layer, covering
Grid above this ccf layer and sequentially pass through bridle port and grid and many ropes dividing plate and grid being stitched together
Rope.
Or, two sides of three, four, five or six dividing plates are sequentially connected with and are integrally formed structural elements, wherein
Divider plate on be provided with multiple bridle ports of through two sides；First locking structure of two sides being connected is combined into
Integrally；Described bridle port is at least a row, often arranges at least one；The quantity of the second locking structure of described latch fitting is two and phase
To distribution.
In order to improve intensity, above-mentioned integrative-structure component also includes the reinforcement being arranged between adjacent two dividing plates.
In order to adapt to anchorage style, above-mentioned integrative-structure component also includes at least two of upper and lower two sides of through dividing plate
Anchor hole.
Above-mentioned first locking structure is the dovetail groove being arranged on two vertical side edge of dividing plate from top to bottom；Described second locking
Structure is to be arranged on the inverted trapezoidal structure of latch fitting lateral surface from top to bottom.
The second slope protection device being made up of above-mentioned joint frame posture slope protecting components, including multiple integrative-structure components with many
Ccf layer that individual latch fitting is constituted and the soil being filled in ccf layer or stone；Described latch fitting is matrix distribution；Oblique angle is relative
Corresponding first locking structure of two integrative-structure components respectively with two the second locking structure clampings of a latch fitting.
In order to prevent soil or stone to be washed, slope protection device also includes being laid on the geotextiles below this ccf layer, covering
Grid above this ccf layer and sequentially pass through bridle port and grid and many ropes dividing plate and grid being stitched together
Rope.
The barricade of joint frame posture slope protecting components composition, the multilamellar constituted including multiple integrative-structure components and multiple latch fitting
Ccf layer and the soil being filled in ccf layer or stone；Described latch fitting is matrix distribution；Two integrative-structures that oblique angle is relative
Corresponding first locking structure of component respectively with two the second locking structure clampings of a latch fitting；The one of adjacent two ccf layers
Body structural elements uses dislocation retreat connecting method and be connected by the anchoring rods being through in anchor hole.
In order to prevent soil or stone to be washed, barricade also includes being laid on the geotextiles below orlop ccf layer, covering
Grid above the superiors' ccf layer or each layer of ccf layer and sequentially pass through bridle port and grid and by dividing plate and grid
The many ropes being stitched together.
Beneficial effects of the present invention:
1, lightweight.The present invention uses dividing plate and latch fitting to be spliced into frame concrete component, the weight of concrete component
Only account for the very fraction of whole slope protection device and barricade, it is achieved that light-weighted slope protection device and barricade.
2, processing is simple, and cost of transportation is low.Dividing plate and the latch fitting of the present invention are processed respectively, compare large-sized revetment brick and
Speech, volume reduces more than half；Can stack during transport, significantly reduced cost of transportation.
3, sound construction, intensity is high.The present invention uses the measures such as reinforcement, anchoring rods, latch fitting, construction technology hole, it is ensured that
The sound construction degree of splicing framework, on the premise of weight is the lightest, intensity meets the needs of hydraulic engineering.
4, service life is long.The slope protection device of the present invention and barricade, if likely facing washing away of water, then use bottom
Geotextiles and the grid at top prevent the soil in framework or the loss of stone, thus ensure that the longest service life.With
Time, with rope, grid is sewn on component as stitching a quilt cover on, it is ensured that grid is not flushed away, ensure that the long-life equally.
Accompanying drawing explanation
Fig. 1 is the structural representation of the first dividing plate of the present invention；
Fig. 2 is the structural representation of the first latch fitting of the present invention；
Fig. 3 is the position relationship schematic diagram between the dividing plate in Fig. 1 and the latch fitting in Fig. 2；
Fig. 4 is the structural representation of another kind of locking structure on the first dividing plate of the present invention；
Fig. 5 is the right view of Fig. 4；
Fig. 6 is the top view of Fig. 4；
Fig. 7 is the slope protection device structural representation that the first dividing plate of the present invention is spliced into the first latch fitting；
Fig. 8 to Figure 13 is other structural representation of the first dividing plate of the present invention；
Figure 14 is the slope protection device structural representation that Fig. 8 to Figure 13 plants that various dividing plate is spliced into；
Figure 15 is the structural representation of band anchor hole on the first dividing plate of the present invention；
Figure 16 to Figure 18 is the three kinds of position relationship schematic diagrams building reinforced earth bulkhead with Figure 15 median septum；
Figure 19 is the position relationship schematic diagram building Gravity Retaining Wall with Figure 15 median septum；
Figure 20 is the slope protection system structural representation being laid to Figure 15 median septum；
Figure 21 is the structural representation of the second dividing plate of the present invention；
Figure 22 is the structural representation of the second latch fitting of the present invention；
Figure 23 is the slope protection device that constitutes of the second dividing plate of the present invention and the second latch fitting and the structural representation of slope protection system
Figure；
Figure 24 is the structural representation arranging arc reinforcement on the first dividing plate of the present invention；
Figure 25 is the axonometric chart of Figure 24；
Figure 26 is the structural representation arranging straight reinforcement on the first dividing plate of the present invention；
Figure 27 is the axonometric chart of Figure 26；
Figure 28 is the structural representation of slope protection device of the present invention.
Reference: 1-dividing plate, 11-bridle port, 12-anchor hole, 13-the first locking structure, 14-reinforcement, 2-latch fitting,
21-the second locking structure, hole, 22-construction location, 3-anchoring rods, 4-rope, 51-upper strata ccf layer, 52-lower floor ccf layer, 6-
Bank protection, 7-geotextiles, 8-grid, 9-soil or stone.
Detailed description of the invention
The first joint frame posture slope protecting components, by concrete compacting form, see Figure 21,22, including dividing plate and latch fitting；
Two vertical side edge of dividing plate are respectively arranged with the first locking structure；Latch fitting is column structure, contour with dividing plate, is provided with
Four with dividing plate first locking structure interlocking the second locking structure.First locking structure hangs down for being arranged on dividing plate from top to bottom
The groove of straight sided, the second locking structure is the projection being arranged on latch fitting lateral surface from top to bottom.Through two it are provided with on dividing plate
Two rows two of individual side arrange totally 4 bridle ports；The most through hole 22, construction location it is provided with on latch fitting.
Seeing Figure 23, the first slope protection device being made up of the first joint frame posture slope protecting components, including multiple dividing plates
The ccf layer, the soil being filled in ccf layer or the stone that constitute with multiple latch fittings, it is laid on the geotextiles below this ccf layer, covers
Cover the grid above this ccf layer and sequentially pass through bridle port and grid and many dividing plate and grid are stitched together
Rope；Latch fitting is square matrices distribution, and is vertically fixed on bank protection behind hole, construction location by anchoring rods；The two of dividing plate
Individual first locking structure respectively with one of them second locking structure clampings of adjacent two latch fittings.
The second joint frame posture slope protecting components, is formed by concrete compacting, sees Fig. 1-6, including dividing plate and latch fitting；Lock
Part is contour with dividing plate, is provided with second locking structure of two and the first locking structure interlocking of dividing plate.By four dividing plates
Two sides be sequentially connected with and be integrally formed structural elements, upper and lower two dividing plates therein are provided with the two of through two sides
Row two row totally 4 bridle ports；First locking structure of two sides being connected is integrated；Second locking structure of latch fitting
Quantity is two and Relative distribution.First locking structure is the dovetail groove being arranged on two vertical side edge of dividing plate from top to bottom；The
Two locking structures are the inverted trapezoidal structure being arranged on latch fitting lateral surface from top to bottom.
Integrative-structure component can have multiple different structure, sees Fig. 8-Figure 13.
In order to improve intensity, seeing Figure 24-27, integrative-structure component also includes the reinforcement being arranged between adjacent two dividing plates
Muscle, this reinforcement is straight reinforcement or arc reinforcement.
In order to adapt to anchorage style, seeing Figure 15, integrative-structure component also includes the 10 of upper and lower two sides of through dividing plate
Individual anchor hole, wherein relative to two dividing plates be respectively provided with 2, additionally relative to two dividing plates be respectively provided with 3.This anchor hole
Position may refer to Figure 16-18.
The second slope protection device being made up of the second joint frame posture slope protecting components, sees Figure 20 and Figure 28, including many
Ccf layer, the soil being filled in ccf layer or stone that individual integrative-structure component and multiple latch fitting are constituted, it is laid on this ccf layer
The geotextiles of lower section, cover grid above this ccf layer and sequentially pass through bridle port and grid and dividing plate and grid are stitched
The many ropes being combined.Latch fitting is square matrices distribution；Corresponding the first of two integrative-structure components that oblique angle is relative
Locking structure respectively with two the second locking structure clampings of a latch fitting.
The barricade being made up of the second joint frame posture slope protecting components, sees Figure 16-19, including multiple integrative-structure components
The multistory frame layer, the soil being filled in ccf layer or the stone that constitute with multiple latch fittings, it is laid on below orlop ccf layer
Geotextiles, cover grid above the superiors' ccf layer or each layer of ccf layer and sequentially pass through bridle port and grid and will
The many ropes that dividing plate and grid are stitched together.Latch fitting is square matrices distribution；Two integrative-structure structures that oblique angle is relative
Corresponding first locking structure of part respectively with two the second locking structure clampings of a latch fitting；The one of adjacent two ccf layers
Structural elements uses dislocation retreat connecting method and be connected by the anchoring rods being through in anchor hole.
Claims (12)
1. a joint frame posture slope protecting components, is formed by concrete compacting, it is characterised in that: include dividing plate and latch fitting；Described
Two vertical side edge of dividing plate are respectively arranged with the first locking structure；Described latch fitting is column structure, contour with dividing plate, and it sets
It is equipped with the second locking structure of at least two and the first locking structure interlocking of dividing plate.
Joint frame posture slope protecting components the most according to claim 1, it is characterised in that: it is provided with through two on described dividing plate
Multiple bridle ports of individual side；Described bridle port is at least a row, often arranges at least one；It is provided with from top to bottom on described latch fitting
Through hole, construction location；Described first locking structure is the groove being arranged on divider upright side from top to bottom；Described second
Locking structure is the projection being arranged on latch fitting lateral surface from top to bottom.
Joint frame posture slope protecting components the most according to claim 1, it is characterised in that: three, four, five or six every
Two sides of plate are sequentially connected with and are integrally formed structural elements, and divider plate therein is provided with the multiple of through two sides
Bridle port；First locking structure of two sides being connected is integrated；Described bridle port is at least a row, often drains into few one
Individual；The quantity of the second locking structure of described latch fitting is two and Relative distribution.
Joint frame posture slope protecting components the most according to claim 3, it is characterised in that: also include being arranged on adjacent two every
Reinforcement between plate.
5. according to the joint frame posture slope protecting components described in claim 3 or 4, it is characterised in that: also include that through dividing plate is upper and lower
At least two anchor hole of two sides.
Joint frame posture slope protecting components the most according to claim 5, it is characterised in that: described first locking structure is from upper
The dovetail groove of two vertical side edge of dividing plate it is arranged under and；Described second locking structure is for being arranged on latch fitting lateral surface from top to bottom
Inverted trapezoidal structure.
7. described in claim 2 joint frame posture slope protecting components composition slope protection device, it is characterised in that: include multiple dividing plate and
Ccf layer that multiple latch fittings are constituted and the soil being filled in ccf layer or stone；Described latch fitting is matrix distribution, and is anchored
Rod is vertically fixed on bank protection behind hole, construction location；Two the first locking structures of described dividing plate respectively with adjacent two locks
One of them of part the second locking structure clamping.
Slope protection device the most according to claim 7, it is characterised in that: also include being laid on the geotechnique below this ccf layer
Cloth, cover grid above this ccf layer and sequentially pass through bridle port and grid and dividing plate and grid are stitched together
Many ropes.
9. the slope protection device of joint frame posture slope protecting components composition described in claim 3 to 6, it is characterised in that: include multiple one
Ccf layer that body structural elements and multiple latch fitting are constituted and the soil being filled in ccf layer or stone；Described latch fitting is that matrix divides
Cloth；Corresponding first locking structure of two integrative-structure components that oblique angle is relative respectively with a latch fitting two second lockings knot
Structure clamping.
Slope protection device the most according to claim 9, it is characterised in that: also include being laid on the geotechnique below this ccf layer
Cloth, cover grid above this ccf layer and sequentially pass through bridle port and grid and dividing plate and grid are stitched together
Many ropes.
The barricade of joint frame posture slope protecting components composition described in 11. claim 5 to 6, it is characterised in that: include that multiple one is tied
Multistory frame layer that structure component and multiple latch fitting are constituted and the soil being filled in ccf layer or stone；Described latch fitting is that matrix divides
Cloth；Corresponding first locking structure of two integrative-structure components that oblique angle is relative respectively with a latch fitting two second lockings knot
Structure clamping；The integrative-structure component of adjacent two ccf layers uses dislocation to retreat connecting method and by the anchor being through in anchor hole
Gu rod is connected.
12. barricades according to claim 11, it is characterised in that: also include being laid on the geotechnique below orlop ccf layer
Cloth, cover grid above the superiors' ccf layer or each layer of ccf layer and sequentially pass through bridle port and grid and by dividing plate
The many ropes being stitched together with grid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610513054.7A CN106049358A (en) | 2016-07-01 | 2016-07-01 | Splicing frame-type slope protection component, slope protection device and retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610513054.7A CN106049358A (en) | 2016-07-01 | 2016-07-01 | Splicing frame-type slope protection component, slope protection device and retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106049358A true CN106049358A (en) | 2016-10-26 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610513054.7A Pending CN106049358A (en) | 2016-07-01 | 2016-07-01 | Splicing frame-type slope protection component, slope protection device and retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106049358A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109778779A (en) * | 2019-02-22 | 2019-05-21 | 西安景兴祥环境科技有限公司 | Diagonal spliced building block and slope protection |
| CN109778778A (en) * | 2019-02-22 | 2019-05-21 | 西安景兴祥环境科技有限公司 | A kind of spliced building block unit and its slope protection, the barricade of formation |
| CN111042056A (en) * | 2019-12-29 | 2020-04-21 | 西安景兴祥环境科技有限公司 | Quadrilateral and trapezoidal splicing type building block assembly and slope protection |
| CN113944141A (en) * | 2021-10-27 | 2022-01-18 | 山东省水利科学研究院 | Fence plate for bank protection and construction method |
| CN115142438A (en) * | 2021-03-31 | 2022-10-04 | 西安景兴祥环境科技有限公司 | Cross building block for filling space between building blocks and slope protection with filling space building blocks |
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| CN206245278U (en) * | 2016-07-01 | 2017-06-13 | 邹瑾 | Splicing frame-type slope protecting components, slope protection device and barricade |
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| CN202850047U (en) * | 2012-06-07 | 2013-04-03 | 邹瑾 | Landscape soil block and drily building and masonry retaining wall used with soil block |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109778779A (en) * | 2019-02-22 | 2019-05-21 | 西安景兴祥环境科技有限公司 | Diagonal spliced building block and slope protection |
| CN109778778A (en) * | 2019-02-22 | 2019-05-21 | 西安景兴祥环境科技有限公司 | A kind of spliced building block unit and its slope protection, the barricade of formation |
| CN111042056A (en) * | 2019-12-29 | 2020-04-21 | 西安景兴祥环境科技有限公司 | Quadrilateral and trapezoidal splicing type building block assembly and slope protection |
| CN115142438A (en) * | 2021-03-31 | 2022-10-04 | 西安景兴祥环境科技有限公司 | Cross building block for filling space between building blocks and slope protection with filling space building blocks |
| CN113944141A (en) * | 2021-10-27 | 2022-01-18 | 山东省水利科学研究院 | Fence plate for bank protection and construction method |
| CN113944141B (en) * | 2021-10-27 | 2022-11-25 | 山东省水利科学研究院 | Fence plate for bank protection and construction method |
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Application publication date: 20161026 |