CN112323760B - Three-dimensional honeycomb geocell with lateral high water permeability - Google Patents
Three-dimensional honeycomb geocell with lateral high water permeability Download PDFInfo
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- CN112323760B CN112323760B CN202011282499.1A CN202011282499A CN112323760B CN 112323760 B CN112323760 B CN 112323760B CN 202011282499 A CN202011282499 A CN 202011282499A CN 112323760 B CN112323760 B CN 112323760B
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/04—Foundations produced by soil stabilisation
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- 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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
Abstract
The invention relates to the technical field of geocell, in particular to a three-dimensional honeycomb geocell with high lateral water permeability, which comprises a hexagonal geocell, wherein a hexagonal groove is formed in the hexagonal geocell, a hexagonal bottom plate is arranged at the bottom of the hexagonal groove, a plurality of first water permeable holes are formed in the bottom plate, a plurality of fixing columns which are annularly arranged at equal intervals are arranged at the top of the bottom plate, every two fixing columns are fixed through two connecting plates, and a plurality of round holes are formed in the connecting plates; six surfaces of the hexagonal grid chamber are respectively provided with a rectangular groove communicated with the hexagonal groove, a fixed net is arranged in the rectangular groove, and a plurality of second water permeable holes are formed in the fixed net; according to the invention, through the matching among the arranged bottom plate, the first water permeable holes, the fixing net and the second water permeable holes, the problem that the existing geocell is poor in lateral water permeability, and rainwater on a slope can only flow on the ground surface, so that soil is easy to run off is solved.
Description
Technical Field
The invention relates to the technical field of geocells, in particular to a three-dimensional honeycomb geocell with high lateral water permeability.
Background
The geocell is used for desert, beach, highway construction, railway, highway soft soil foundation, high fill, expansive soil, saline soil treatment, abutment reinforcement, river channel, flood control cofferdam construction and the like. It can reach higher base member bearing capacity, avoids differential settlement.
Because the existing geocell has poor lateral water permeability, rainwater on a slope only flows on the ground surface, so that soil is easy to run off.
Disclosure of Invention
The present invention is directed to a three-dimensional honeycomb geocell with high lateral permeability, which solves the above problems.
In order to achieve the purpose, the invention provides the following technical scheme:
a three-dimensional honeycomb geocell with high lateral water permeability comprises a hexagonal I-cell, wherein a hexagonal groove is formed in the hexagonal I-cell, a hexagonal bottom plate is arranged at the bottom of the hexagonal groove, a plurality of first water permeable holes are formed in the bottom plate, a plurality of fixing columns which are annularly arranged at equal intervals are arranged at the top of the bottom plate, every two fixing columns are fixed through two connecting plates, and a plurality of round holes are formed in the connecting plates; six surfaces of the hexagonal grid chamber are respectively provided with a rectangular groove communicated with the hexagonal groove, a fixed net is arranged in each rectangular groove, and a plurality of second water permeable holes are formed in each fixed net; clamping grooves are formed in the rear side face of the hexagonal I-shaped cell chamber and located on the left side and the right side of the rectangular groove, a limiting groove is formed in one side, close to the hexagonal groove, of each clamping groove, fixing plates are arranged on the front side face of the hexagonal I-shaped cell chamber and located on the left side and the right side of the rectangular groove, and a limiting plate is arranged on one side, away from the hexagonal I-shaped cell chamber, of each fixing plate; the right-side edge of the hexagonal I-shaped cell chamber is provided with a special-shaped groove, and the left-side edge of the special-shaped groove is provided with a special-shaped column.
Preferably, the cross-sectional dimensions of the bottom plate and the hexagonal groove are equal, the bottom plate is tightly bonded with the inner wall of the hexagonal groove, and the diameter of the first water permeable hole is 0.5-0.6 cm.
Preferably, the fixing column and the connecting plate are of an integrally formed structure, and the diameter of the circular hole is 0.3-0.4 cm.
Preferably, the number of the fixing columns is at least 6, and the number of the connecting plates is 2 times of the number of the fixing columns.
Preferably, the fixing plate and the limiting plate are of an integrally formed structure, and the fixing plate is tightly bonded with the hexagonal grid chamber.
Preferably, the fixed plate and the clamping groove have the same size, and the limiting plate and the limiting groove have the same size.
Preferably, the fixing plate is in clamping fit with the clamping groove, and the limiting plate is in clamping fit with the limiting groove.
Preferably, the size of the special-shaped column is equal to that of the special-shaped groove, and the special-shaped column is matched with the special-shaped groove in a clamping mode.
Preferably, the special-shaped column and the hexagonal grid chamber are of an integrally formed structure.
Preferably, the fixing net is tightly adhered to the inner wall of the rectangular groove, and the diameter of the second water permeable hole is 0.1-0.2 cm.
Compared with the prior art, the invention has the beneficial effects that:
1. the lateral high-water-permeability three-dimensional honeycomb geocell enables rainwater on a slope to vertically penetrate downwards to the underground through the first water-permeable hole through the matching among the arranged bottom plate, the first water-permeable hole, the fixed net and the second water-permeable hole, meanwhile, the redundant rainwater can obliquely penetrate through the second water-permeable hole laterally, the rainwater can be prevented from flowing on the earth surface, and the rainwater is prevented from taking away part of soil; the problem of present geotechnological check room's side direction permeability relatively poor, rainwater on the slope only can flow on the earth's surface, leads to soil easily to run off is solved.
2. This three-dimensional honeycomb geotechnological check room of high water permeability of side direction is through fixed column, connecting plate and the round hole that sets up, when soil is filled at the hexagonal inslot, can be consolidated soil by fixed column and connecting plate, plays certain hindrance safeguard action, avoids soil to run off.
Drawings
FIG. 1 is a schematic structural view of a plurality of hexagonal grid cell assemblies according to the present invention;
FIG. 2 is a schematic structural diagram of a hexagonal grid cell according to the present invention;
FIG. 3 is a schematic diagram of a partial explosion according to the present invention;
fig. 4 is a schematic view of a combined structure of the fixing column and the connecting plate of the present invention.
The various reference numbers in the figures mean:
a hexagonal grid cell 1; a hexagonal groove 11; a rectangular groove 12; a card slot 13; a limiting groove 14; a profiled groove 15;
a base plate 2; first water permeable holes 21;
a fixed column 3;
a fixed net 5; a second water permeable hole 51;
a fixed plate 6; a stopper plate 61;
and (7) a special-shaped column.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be obtained by a person skilled in the art without making any creative effort based on the embodiments in the present invention, belong to the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like, indicate orientations and positional relationships based on those shown in the drawings, and are used only for convenience of description and simplicity of description, and do not indicate or imply that the equipment or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be considered as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a number" means two or more unless specifically limited otherwise.
Example 1
A three-dimensional honeycomb geocell with high lateral water permeability comprises a hexagonal I-cell 1, wherein a hexagonal groove 11 is formed in the hexagonal I-cell 1, a hexagonal bottom plate 2 is arranged at the bottom of the hexagonal groove 11, a plurality of first water permeable holes 21 are formed in the bottom plate 2, a plurality of fixing columns 3 which are annularly arranged at equal intervals are arranged at the top of the bottom plate 2, every two fixing columns 3 are fixed through two connecting plates 4, and a plurality of round holes 41 are formed in the connecting plates 4; six surfaces of the hexagonal grid chamber 1 are respectively provided with a rectangular groove 12 communicated with the hexagonal groove 11, a fixed net 5 is arranged in the rectangular groove 12, and a plurality of second permeable holes 51 are formed in the fixed net 5; clamping grooves 13 are formed in the rear side face of the hexagonal I-shaped cell chamber 1 and located on the left side and the right side of the rectangular groove 12, a limiting groove 14 is formed in one side, close to the hexagonal groove 11, of each clamping groove 13, fixing plates 6 are arranged on the front side face of the hexagonal I-shaped cell chamber 1 and located on the left side and the right side of the rectangular groove 12, and a limiting plate 61 is arranged on one side, away from the hexagonal I-shaped cell chamber 1, of each fixing plate 6; the right edge of the hexagonal I-shaped chamber 1 is provided with a special-shaped groove 15, and the left edge of the special-shaped groove 15 is provided with a special-shaped column 7.
Example 2
A three-dimensional honeycomb geocell with high lateral water permeability comprises a hexagonal geocell 1, wherein a hexagonal groove 11 is formed in the hexagonal geocell 1, a hexagonal bottom plate 2 is arranged at the bottom of the hexagonal groove 11, a plurality of first water permeable holes 21 are formed in the bottom plate 2, a plurality of fixing columns 3 which are annularly arranged at equal intervals are arranged at the top of the bottom plate 2, every two fixing columns 3 are fixed through two connecting plates 4, and a plurality of round holes 41 are formed in the connecting plates 4; six surfaces of the hexagonal grid chamber 1 are respectively provided with a rectangular groove 12 communicated with the hexagonal groove 11, a fixed net 5 is arranged in the rectangular groove 12, and a plurality of second permeable holes 51 are formed in the fixed net 5; clamping grooves 13 are formed in the rear side face of the hexagonal grid chamber 1 and located on the left side and the right side of the rectangular groove 12, a limiting groove 14 is formed in one side, close to the hexagonal groove 11, of each clamping groove 13, fixing plates 6 are arranged on the front side face of the hexagonal grid chamber 1 and located on the left side and the right side of the rectangular groove 12, and a limiting plate 61 is arranged on one side, away from the hexagonal grid chamber 1, of each fixing plate 6; the right edge of the hexagonal I-shaped chamber 1 is provided with a special-shaped groove 15, and the left edge of the special-shaped groove 15 is provided with a special-shaped column 7. Specifically, the cross-sectional dimension of bottom plate 2 equals with hexagonal groove 11, and bottom plate 2 closely bonds with the inner wall of hexagonal groove 11, guarantees the stability of structure, lets bottom plate 2 live with soil pocket, and the diameter of first hole 21 of permeating water is 0.5-0.6cm, ensures that rainwater can vertically permeate the underground through first hole 21 of permeating water downwards, avoids the top of hexagonal worker check room 1 interior soil to accumulate too much rainwater.
Example 3
A three-dimensional honeycomb geocell with high lateral water permeability comprises a hexagonal I-cell 1, wherein a hexagonal groove 11 is formed in the hexagonal I-cell 1, a hexagonal bottom plate 2 is arranged at the bottom of the hexagonal groove 11, a plurality of first water permeable holes 21 are formed in the bottom plate 2, a plurality of fixing columns 3 which are annularly arranged at equal intervals are arranged at the top of the bottom plate 2, every two fixing columns 3 are fixed through two connecting plates 4, and a plurality of round holes 41 are formed in the connecting plates 4; six surfaces of the hexagonal grid chamber 1 are respectively provided with a rectangular groove 12 communicated with the hexagonal groove 11, a fixed net 5 is arranged in the rectangular groove 12, and a plurality of second permeable holes 51 are formed in the fixed net 5; clamping grooves 13 are formed in the rear side face of the hexagonal grid chamber 1 and located on the left side and the right side of the rectangular groove 12, a limiting groove 14 is formed in one side, close to the hexagonal groove 11, of each clamping groove 13, fixing plates 6 are arranged on the front side face of the hexagonal grid chamber 1 and located on the left side and the right side of the rectangular groove 12, and a limiting plate 61 is arranged on one side, away from the hexagonal grid chamber 1, of each fixing plate 6; the right edge of the hexagonal I-shaped chamber 1 is provided with a special-shaped groove 15, and the left edge of the special-shaped groove 15 is provided with a special-shaped column 7. Furthermore, the fixing columns 3 and the connecting plates 4 are of an integrally formed structure, the stability of the structure is guaranteed, the diameter of the round hole 41 is 0.3-0.4cm, the fixing columns 3 and the connecting plates 4 can reinforce soil and play a role in blocking protection, rainwater in the soil between the fixing columns 3 and the connecting plates 4 can flow away through the round hole 41, and soil loss is avoided.
Example 4
A three-dimensional honeycomb geocell with high lateral water permeability comprises a hexagonal geocell 1, wherein a hexagonal groove 11 is formed in the hexagonal geocell 1, a hexagonal bottom plate 2 is arranged at the bottom of the hexagonal groove 11, a plurality of first water permeable holes 21 are formed in the bottom plate 2, a plurality of fixing columns 3 which are annularly arranged at equal intervals are arranged at the top of the bottom plate 2, every two fixing columns 3 are fixed through two connecting plates 4, and a plurality of round holes 41 are formed in the connecting plates 4; six surfaces of the hexagonal grid chamber 1 are respectively provided with a rectangular groove 12 communicated with the hexagonal groove 11, a fixed net 5 is arranged in the rectangular groove 12, and a plurality of second permeable holes 51 are formed in the fixed net 5; clamping grooves 13 are formed in the rear side face of the hexagonal I-shaped cell chamber 1 and located on the left side and the right side of the rectangular groove 12, a limiting groove 14 is formed in one side, close to the hexagonal groove 11, of each clamping groove 13, fixing plates 6 are arranged on the front side face of the hexagonal I-shaped cell chamber 1 and located on the left side and the right side of the rectangular groove 12, and a limiting plate 61 is arranged on one side, away from the hexagonal I-shaped cell chamber 1, of each fixing plate 6; the right edge of the hexagonal I-shaped cell 1 is provided with a special-shaped groove 15, and the left edge of the special-shaped groove 15 is provided with a special-shaped column 7. Specifically, the quantity of fixed column 3 is 6 at least, and the quantity of connecting plate 4 is 2 times of fixed column 3 quantity, ensures to process soil.
Example 5
A three-dimensional honeycomb geocell with high lateral water permeability comprises a hexagonal geocell 1, wherein a hexagonal groove 11 is formed in the hexagonal geocell 1, a hexagonal bottom plate 2 is arranged at the bottom of the hexagonal groove 11, a plurality of first water permeable holes 21 are formed in the bottom plate 2, a plurality of fixing columns 3 which are annularly arranged at equal intervals are arranged at the top of the bottom plate 2, every two fixing columns 3 are fixed through two connecting plates 4, and a plurality of round holes 41 are formed in the connecting plates 4; six surfaces of the hexagonal grid chamber 1 are respectively provided with a rectangular groove 12 communicated with the hexagonal groove 11, a fixed net 5 is arranged in the rectangular groove 12, and a plurality of second permeable holes 51 are formed in the fixed net 5; clamping grooves 13 are formed in the rear side face of the hexagonal grid chamber 1 and located on the left side and the right side of the rectangular groove 12, a limiting groove 14 is formed in one side, close to the hexagonal groove 11, of each clamping groove 13, fixing plates 6 are arranged on the front side face of the hexagonal grid chamber 1 and located on the left side and the right side of the rectangular groove 12, and a limiting plate 61 is arranged on one side, away from the hexagonal grid chamber 1, of each fixing plate 6; the right edge of the hexagonal I-shaped chamber 1 is provided with a special-shaped groove 15, and the left edge of the special-shaped groove 15 is provided with a special-shaped column 7. Furthermore, the fixing plate 6 and the limiting plate 61 are of an integrally formed structure, and the fixing plate 6 is tightly bonded with the hexagonal grid chamber 1, so that stability of the structure is guaranteed.
Example 6
A three-dimensional honeycomb geocell with high lateral water permeability comprises a hexagonal geocell 1, wherein a hexagonal groove 11 is formed in the hexagonal geocell 1, a hexagonal bottom plate 2 is arranged at the bottom of the hexagonal groove 11, a plurality of first water permeable holes 21 are formed in the bottom plate 2, a plurality of fixing columns 3 which are annularly arranged at equal intervals are arranged at the top of the bottom plate 2, every two fixing columns 3 are fixed through two connecting plates 4, and a plurality of round holes 41 are formed in the connecting plates 4; six surfaces of the hexagonal grid chamber 1 are respectively provided with a rectangular groove 12 communicated with the hexagonal groove 11, a fixed net 5 is arranged in the rectangular groove 12, and a plurality of second permeable holes 51 are formed in the fixed net 5; clamping grooves 13 are formed in the rear side face of the hexagonal grid chamber 1 and located on the left side and the right side of the rectangular groove 12, a limiting groove 14 is formed in one side, close to the hexagonal groove 11, of each clamping groove 13, fixing plates 6 are arranged on the front side face of the hexagonal grid chamber 1 and located on the left side and the right side of the rectangular groove 12, and a limiting plate 61 is arranged on one side, away from the hexagonal grid chamber 1, of each fixing plate 6; the right edge of the hexagonal I-shaped chamber 1 is provided with a special-shaped groove 15, and the left edge of the special-shaped groove 15 is provided with a special-shaped column 7. Specifically, the fixing plate 6 and the slot 13 are equal in size, and the limiting plate 61 and the limiting groove 14 are equal in size, so that the fixing plate 6 can be seamlessly combined with the slot 13, and the limiting plate 61 can be seamlessly combined with the limiting groove 14.
Example 7
A three-dimensional honeycomb geocell with high lateral water permeability comprises a hexagonal geocell 1, wherein a hexagonal groove 11 is formed in the hexagonal geocell 1, a hexagonal bottom plate 2 is arranged at the bottom of the hexagonal groove 11, a plurality of first water permeable holes 21 are formed in the bottom plate 2, a plurality of fixing columns 3 which are annularly arranged at equal intervals are arranged at the top of the bottom plate 2, every two fixing columns 3 are fixed through two connecting plates 4, and a plurality of round holes 41 are formed in the connecting plates 4; six surfaces of the hexagonal grid chamber 1 are respectively provided with a rectangular groove 12 communicated with the hexagonal groove 11, a fixing net 5 is arranged in the rectangular groove 12, and the fixing net 5 is provided with a plurality of second water permeable holes 51; clamping grooves 13 are formed in the rear side face of the hexagonal grid chamber 1 and located on the left side and the right side of the rectangular groove 12, a limiting groove 14 is formed in one side, close to the hexagonal groove 11, of each clamping groove 13, fixing plates 6 are arranged on the front side face of the hexagonal grid chamber 1 and located on the left side and the right side of the rectangular groove 12, and a limiting plate 61 is arranged on one side, away from the hexagonal grid chamber 1, of each fixing plate 6; the right edge of the hexagonal I-shaped chamber 1 is provided with a special-shaped groove 15, and the left edge of the special-shaped groove 15 is provided with a special-shaped column 7. Further, fixed plate 6 and draw-in groove 13 joint cooperation ensure that fixed plate 6 can fix at draw-in groove 13, and limiting plate 61 and the cooperation of spacing groove 14 joint ensure that limiting plate 61 can fix at spacing groove 14, let a plurality of hexagonal worker check rooms 1 can be in the same place from top to bottom.
Example 8
A three-dimensional honeycomb geocell with high lateral water permeability comprises a hexagonal I-cell 1, wherein a hexagonal groove 11 is formed in the hexagonal I-cell 1, a hexagonal bottom plate 2 is arranged at the bottom of the hexagonal groove 11, a plurality of first water permeable holes 21 are formed in the bottom plate 2, a plurality of fixing columns 3 which are annularly arranged at equal intervals are arranged at the top of the bottom plate 2, every two fixing columns 3 are fixed through two connecting plates 4, and a plurality of round holes 41 are formed in the connecting plates 4; six surfaces of the hexagonal grid chamber 1 are respectively provided with a rectangular groove 12 communicated with the hexagonal groove 11, a fixing net 5 is arranged in the rectangular groove 12, and the fixing net 5 is provided with a plurality of second water permeable holes 51; clamping grooves 13 are formed in the rear side face of the hexagonal grid chamber 1 and located on the left side and the right side of the rectangular groove 12, a limiting groove 14 is formed in one side, close to the hexagonal groove 11, of each clamping groove 13, fixing plates 6 are arranged on the front side face of the hexagonal grid chamber 1 and located on the left side and the right side of the rectangular groove 12, and a limiting plate 61 is arranged on one side, away from the hexagonal grid chamber 1, of each fixing plate 6; the right edge of the hexagonal I-shaped chamber 1 is provided with a special-shaped groove 15, and the left edge of the special-shaped groove 15 is provided with a special-shaped column 7. Specifically, the size of the special-shaped column 7 is equal to that of the special-shaped groove 15, and the special-shaped column 7 is matched with the special-shaped groove 15 in a clamping mode, so that the special-shaped column 7 can be fixed in the special-shaped groove 15 in a seamless mode, and the hexagonal workcell chambers 1 can be combined together in a left-right mode.
Example 9
A three-dimensional honeycomb geocell with high lateral water permeability comprises a hexagonal geocell 1, wherein a hexagonal groove 11 is formed in the hexagonal geocell 1, a hexagonal bottom plate 2 is arranged at the bottom of the hexagonal groove 11, a plurality of first water permeable holes 21 are formed in the bottom plate 2, a plurality of fixing columns 3 which are annularly arranged at equal intervals are arranged at the top of the bottom plate 2, every two fixing columns 3 are fixed through two connecting plates 4, and a plurality of round holes 41 are formed in the connecting plates 4; six surfaces of the hexagonal grid chamber 1 are respectively provided with a rectangular groove 12 communicated with the hexagonal groove 11, a fixed net 5 is arranged in the rectangular groove 12, and a plurality of second permeable holes 51 are formed in the fixed net 5; clamping grooves 13 are formed in the rear side face of the hexagonal grid chamber 1 and located on the left side and the right side of the rectangular groove 12, a limiting groove 14 is formed in one side, close to the hexagonal groove 11, of each clamping groove 13, fixing plates 6 are arranged on the front side face of the hexagonal grid chamber 1 and located on the left side and the right side of the rectangular groove 12, and a limiting plate 61 is arranged on one side, away from the hexagonal grid chamber 1, of each fixing plate 6; the right edge of the hexagonal I-shaped chamber 1 is provided with a special-shaped groove 15, and the left edge of the special-shaped groove 15 is provided with a special-shaped column 7. Furthermore, the special-shaped column 7 and the hexagonal grid chamber 1 are of an integrated structure, so that the stability of the structure is ensured.
Example 10
A three-dimensional honeycomb geocell with high lateral water permeability comprises a hexagonal geocell 1, wherein a hexagonal groove 11 is formed in the hexagonal geocell 1, a hexagonal bottom plate 2 is arranged at the bottom of the hexagonal groove 11, a plurality of first water permeable holes 21 are formed in the bottom plate 2, a plurality of fixing columns 3 which are annularly arranged at equal intervals are arranged at the top of the bottom plate 2, every two fixing columns 3 are fixed through two connecting plates 4, and a plurality of round holes 41 are formed in the connecting plates 4; six surfaces of the hexagonal grid chamber 1 are respectively provided with a rectangular groove 12 communicated with the hexagonal groove 11, a fixed net 5 is arranged in the rectangular groove 12, and a plurality of second permeable holes 51 are formed in the fixed net 5; clamping grooves 13 are formed in the rear side face of the hexagonal I-shaped cell chamber 1 and located on the left side and the right side of the rectangular groove 12, a limiting groove 14 is formed in one side, close to the hexagonal groove 11, of each clamping groove 13, fixing plates 6 are arranged on the front side face of the hexagonal I-shaped cell chamber 1 and located on the left side and the right side of the rectangular groove 12, and a limiting plate 61 is arranged on one side, away from the hexagonal I-shaped cell chamber 1, of each fixing plate 6; the right edge of the hexagonal I-shaped cell 1 is provided with a special-shaped groove 15, and the left edge of the special-shaped groove 15 is provided with a special-shaped column 7. Furthermore, the fixed net 5 is tightly bonded with the inner wall of the rectangular groove 12, the stability of the structure is guaranteed, the diameter of the second water permeating hole 51 is 0.1-0.2cm, rainwater which cannot vertically permeate downwards in the hexagonal I-shaped cell chamber 1 can permeate obliquely through the second water permeating hole 51 in the lateral direction, and the top of soil in the hexagonal I-shaped cell chamber 1 is ensured to have no rainwater to flow, so that the rainwater can be prevented from flowing on the earth surface, and partial soil is prevented from being taken away by the rainwater, and soil loss is caused.
When the three-dimensional honeycomb geocell with high lateral water permeability is used, the fixing plates 6 and the limiting plates 61 on the hexagonal geocell 1 can be vertically clamped into the clamping grooves 13 and the limiting grooves 14 on other hexagonal geocell 1 respectively, and the special-shaped columns 7 on the hexagonal geocell 1 can be vertically clamped into the special-shaped grooves 15 on other hexagonal geocell 1; can let a plurality of hexagonal worker check rooms 1 shop on slope, and fill up soil with hexagonal worker check room 1 in, when raining, the rainwater can vertically permeate to the underground through first hole 21 of permeating water downwards, rainwater accessible round hole 41 outwards flows in the soil between a plurality of fixed columns 3 and a plurality of connecting plates 4, rainwater that can't vertical infiltration downwards just the side direction permeates through second hole 51 slope infiltration of permeating water in hexagonal worker check room 1, ensure that the top of soil in hexagonal worker check room 1 does not have the rainwater and flows, thereby avoid the rainwater to flow on the earth's surface, prevent that the rainwater from taking away partial soil, prevent soil loss.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, and the preferred embodiments of the present invention are described in the above embodiments and the description, and are not intended to limit the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (8)
1. The utility model provides a three-dimensional honeycomb geotechnological check room of high water permeability of side direction, includes hexagonal check room (1), its characterized in that: a hexagonal groove (11) is formed in the hexagonal grid chamber (1), a hexagonal bottom plate (2) is arranged at the bottom of the hexagonal groove (11), a plurality of first water permeable holes (21) are formed in the bottom plate (2), a plurality of fixing columns (3) which are annularly arranged at equal intervals are arranged at the top of the bottom plate (2), every two fixing columns (3) are fixed through two connecting plates (4), and a plurality of round holes (41) are formed in the connecting plates (4); six surfaces of the hexagonal grid chamber (1) are respectively provided with a rectangular groove (12) communicated with the hexagonal groove (11), a fixed net (5) is arranged in the rectangular groove (12), and a plurality of second water permeable holes (51) are formed in the fixed net (5); clamping grooves (13) are formed in the rear side face of the hexagonal I-shaped cell chamber (1) and the left side and the right side of the rectangular groove (12), a limiting groove (14) is formed in one side, close to the hexagonal groove (11), of each clamping groove (13), fixing plates (6) are arranged on the front side face of the hexagonal I-shaped cell chamber (1) and the left side and the right side of the rectangular groove (12), and a limiting plate (61) is arranged on one side, far away from the hexagonal I-shaped cell chamber (1), of each fixing plate (6); a special-shaped groove (15) is formed in the edge of the right side of the hexagonal I-shaped chamber (1), and a special-shaped column (7) is arranged on the edge of the left side of the special-shaped groove (15); the number of the fixing columns (3) is at least 6, and the number of the connecting plates (4) is 2 times of that of the fixing columns (3);
the cross-sectional dimensions of the bottom plate (2) and the hexagonal groove (11) are equal, the bottom plate (2) is tightly bonded with the inner wall of the hexagonal groove (11), and the diameter of the first water permeable hole (21) is 0.5-0.6 cm.
2. The three-dimensional honeycomb geocell of claim 1, wherein: the fixing column (3) and the connecting plate (4) are of an integrally formed structure, and the diameter of the round hole (41) is 0.3-0.4 cm.
3. The three-dimensional honeycomb geocell of claim 1, wherein: the fixing plate (6) and the limiting plate (61) are of an integrated structure, and the fixing plate (6) is tightly bonded with the hexagonal grid chamber (1).
4. The three-dimensional honeycomb geocell of claim 1, wherein: the fixed plate (6) and the clamping groove (13) are equal in size, and the limiting plate (61) and the limiting groove (14) are equal in size.
5. The three-dimensional honeycomb geocell of claim 1, wherein: the fixed plate (6) is in clamping fit with the clamping groove (13), and the limiting plate (61) is in clamping fit with the limiting groove (14).
6. A laterally high permeability three dimensional cellular geocell of claim 1, wherein: the size of profile column (7) and profiled groove (15) equals, profile column (7) and profiled groove (15) joint cooperation.
7. The three-dimensional honeycomb geocell of claim 1, wherein: the special-shaped column (7) and the hexagonal grid chamber (1) are of an integrally formed structure.
8. The three-dimensional honeycomb geocell of claim 1, wherein: the fixing net (5) is tightly adhered to the inner wall of the rectangular groove (12), and the diameter of the second water permeable hole (51) is 0.1-0.2 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102026540A (en) * | 2008-05-16 | 2011-04-20 | 艾伦·善·吉·李 | Flexible drainage cell |
| CN105908694A (en) * | 2016-06-22 | 2016-08-31 | 安徽徽风新型合成材料有限公司 | Split high-strength geocell |
| CN106013035A (en) * | 2016-06-22 | 2016-10-12 | 安徽徽风新型合成材料有限公司 | Detachable geocell |
| CN205894054U (en) * | 2016-07-21 | 2017-01-18 | 美尚生态景观股份有限公司 | Solid native grid of strenghthened type |
| CN109853513A (en) * | 2019-03-19 | 2019-06-07 | 温州大学 | A kind of preparation method of geotechnical grid and the geotechnical grid |
| CN111472373A (en) * | 2020-05-18 | 2020-07-31 | 安徽合创新型合成材料有限公司 | Geotechnical grid chamber with stable cushion layer |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102010044294A1 (en) * | 2010-09-03 | 2012-03-08 | Peter Jens Wolfgang Wagner | Arrangement for enhanced spatial load transfer of wheel loads in e.g. street, has geogrids with geocells installed in traffic area to dissipate forces such as thrust and shear forces of vehicle laterally into traffic area |
| CN204919572U (en) * | 2015-08-17 | 2015-12-30 | 南京金埔园林股份有限公司 | Concrete block permeates water with unhurried current purification performance |
| CN207812402U (en) * | 2018-02-01 | 2018-09-04 | 浙江北圣建设有限公司 | A kind of ecological block |
-
2020
- 2020-11-17 CN CN202011282499.1A patent/CN112323760B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102026540A (en) * | 2008-05-16 | 2011-04-20 | 艾伦·善·吉·李 | Flexible drainage cell |
| CN105908694A (en) * | 2016-06-22 | 2016-08-31 | 安徽徽风新型合成材料有限公司 | Split high-strength geocell |
| CN106013035A (en) * | 2016-06-22 | 2016-10-12 | 安徽徽风新型合成材料有限公司 | Detachable geocell |
| CN205894054U (en) * | 2016-07-21 | 2017-01-18 | 美尚生态景观股份有限公司 | Solid native grid of strenghthened type |
| CN109853513A (en) * | 2019-03-19 | 2019-06-07 | 温州大学 | A kind of preparation method of geotechnical grid and the geotechnical grid |
| CN111472373A (en) * | 2020-05-18 | 2020-07-31 | 安徽合创新型合成材料有限公司 | Geotechnical grid chamber with stable cushion layer |
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