CN108656645A - Eco-cement cloth - Google Patents
Eco-cement cloth Download PDFInfo
- Publication number
- CN108656645A CN108656645A CN201810923777.3A CN201810923777A CN108656645A CN 108656645 A CN108656645 A CN 108656645A CN 201810923777 A CN201810923777 A CN 201810923777A CN 108656645 A CN108656645 A CN 108656645A
- Authority
- CN
- China
- Prior art keywords
- layer
- eco
- flexible fiber
- cement cloth
- cement
- 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.)
- Granted
Links
- 239000004744 fabric Substances 0.000 title claims abstract description 100
- 239000004568 cement Substances 0.000 title claims abstract description 90
- 239000013305 flexible fiber Substances 0.000 claims abstract description 85
- 239000002131 composite material Substances 0.000 claims abstract description 81
- 239000002689 soil Substances 0.000 claims abstract description 33
- 239000000203 mixture Substances 0.000 claims abstract description 22
- 239000010410 layer Substances 0.000 claims description 194
- 239000000835 fiber Substances 0.000 claims description 40
- 239000000463 material Substances 0.000 claims description 31
- 230000002708 enhancing effect Effects 0.000 claims description 17
- 239000000853 adhesive Substances 0.000 claims description 14
- 230000001070 adhesive effect Effects 0.000 claims description 14
- 239000011229 interlayer Substances 0.000 claims description 9
- 238000005516 engineering process Methods 0.000 claims description 6
- 150000001875 compounds Chemical class 0.000 claims description 4
- 239000004753 textile Substances 0.000 claims description 4
- KXGFMDJXCMQABM-UHFFFAOYSA-N 2-methoxy-6-methylphenol Chemical compound [CH]OC1=CC=CC([CH])=C1O KXGFMDJXCMQABM-UHFFFAOYSA-N 0.000 claims description 3
- 229920002748 Basalt fiber Polymers 0.000 claims description 3
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 3
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 claims description 3
- 229920006231 aramid fiber Polymers 0.000 claims description 3
- 239000004917 carbon fiber Substances 0.000 claims description 3
- 239000003822 epoxy resin Substances 0.000 claims description 3
- 239000003365 glass fiber Substances 0.000 claims description 3
- 229920001903 high density polyethylene Polymers 0.000 claims description 3
- 239000004700 high-density polyethylene Substances 0.000 claims description 3
- 229920000092 linear low density polyethylene Polymers 0.000 claims description 3
- 239000004707 linear low-density polyethylene Substances 0.000 claims description 3
- 229920001684 low density polyethylene Polymers 0.000 claims description 3
- 239000004702 low-density polyethylene Substances 0.000 claims description 3
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 3
- 229920001568 phenolic resin Polymers 0.000 claims description 3
- 239000005011 phenolic resin Substances 0.000 claims description 3
- 229920000647 polyepoxide Polymers 0.000 claims description 3
- 229920000915 polyvinyl chloride Polymers 0.000 claims description 3
- 239000004800 polyvinyl chloride Substances 0.000 claims description 3
- 229920005989 resin Polymers 0.000 claims description 3
- 239000011347 resin Substances 0.000 claims description 3
- 238000009941 weaving Methods 0.000 claims description 3
- 239000004743 Polypropylene Substances 0.000 claims 1
- -1 polypropylene Polymers 0.000 claims 1
- 229920001155 polypropylene Polymers 0.000 claims 1
- 239000002023 wood Substances 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 41
- 238000010276 construction Methods 0.000 abstract description 24
- 238000003973 irrigation Methods 0.000 abstract description 20
- 230000002262 irrigation Effects 0.000 abstract description 20
- 239000004567 concrete Substances 0.000 abstract description 18
- 230000000694 effects Effects 0.000 abstract description 12
- 238000000034 method Methods 0.000 abstract description 11
- 239000004575 stone Substances 0.000 abstract description 4
- 235000013311 vegetables Nutrition 0.000 abstract description 4
- 241001464837 Viridiplantae Species 0.000 abstract description 3
- 235000011194 food seasoning agent Nutrition 0.000 abstract description 3
- 239000004570 mortar (masonry) Substances 0.000 abstract description 3
- 238000003860 storage Methods 0.000 abstract description 3
- 239000003643 water by type Substances 0.000 abstract description 3
- 238000003825 pressing Methods 0.000 description 35
- 230000003014 reinforcing effect Effects 0.000 description 26
- 238000010586 diagram Methods 0.000 description 13
- 238000006703 hydration reaction Methods 0.000 description 11
- 241000196324 Embryophyta Species 0.000 description 8
- 238000004162 soil erosion Methods 0.000 description 6
- 238000007493 shaping process Methods 0.000 description 5
- 239000007787 solid Substances 0.000 description 5
- 150000004767 nitrides Chemical class 0.000 description 4
- 230000003628 erosive effect Effects 0.000 description 3
- 230000035784 germination Effects 0.000 description 3
- 230000007226 seed germination Effects 0.000 description 3
- 239000002344 surface layer Substances 0.000 description 3
- 241000446313 Lamella Species 0.000 description 2
- 239000011398 Portland cement Substances 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- HTMIBDQKFHUPSX-UHFFFAOYSA-N methdilazine Chemical group C1N(C)CCC1CN1C2=CC=CC=C2SC2=CC=CC=C21 HTMIBDQKFHUPSX-UHFFFAOYSA-N 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 229920000297 Rayon Polymers 0.000 description 1
- 241000592344 Spermatophyta Species 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 235000019994 cava Nutrition 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 208000002925 dental caries Diseases 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 239000000284 extract Substances 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000012943 hotmelt Substances 0.000 description 1
- 230000005389 magnetism Effects 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000005445 natural material Substances 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000035484 reaction time Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B5/00—Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts
- B32B5/02—Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts characterised by structural features of a fibrous or filamentary layer
- B32B5/024—Woven fabric
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G17/00—Cultivation of hops, vines, fruit trees, or like trees
- A01G17/005—Cultivation methods
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G22/00—Cultivation of specific crops or plants not otherwise provided for
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B13/00—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material
- B32B13/14—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material next to a fibrous or filamentary layer
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B19/00—Layered products comprising a layer of natural mineral fibres or particles, e.g. asbestos, mica
- B32B19/02—Layered products comprising a layer of natural mineral fibres or particles, e.g. asbestos, mica the layer of fibres or particles being impregnated or embedded in a plastic substance
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B19/00—Layered products comprising a layer of natural mineral fibres or particles, e.g. asbestos, mica
- B32B19/04—Layered products comprising a layer of natural mineral fibres or particles, e.g. asbestos, mica next to another layer of the same or of a different material
- B32B19/045—Layered products comprising a layer of natural mineral fibres or particles, e.g. asbestos, mica next to another layer of the same or of a different material of synthetic resin
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B27/00—Layered products comprising a layer of synthetic resin
- B32B27/06—Layered products comprising a layer of synthetic resin as the main or only constituent of a layer, which is next to another layer of the same or of a different material
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B27/00—Layered products comprising a layer of synthetic resin
- B32B27/06—Layered products comprising a layer of synthetic resin as the main or only constituent of a layer, which is next to another layer of the same or of a different material
- B32B27/08—Layered products comprising a layer of synthetic resin as the main or only constituent of a layer, which is next to another layer of the same or of a different material of synthetic resin
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B27/00—Layered products comprising a layer of synthetic resin
- B32B27/12—Layered products comprising a layer of synthetic resin next to a fibrous or filamentary layer
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B27/00—Layered products comprising a layer of synthetic resin
- B32B27/30—Layered products comprising a layer of synthetic resin comprising vinyl (co)polymers; comprising acrylic (co)polymers
- B32B27/304—Layered products comprising a layer of synthetic resin comprising vinyl (co)polymers; comprising acrylic (co)polymers comprising vinyl halide (co)polymers, e.g. PVC, PVDC, PVF, PVDF
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B27/00—Layered products comprising a layer of synthetic resin
- B32B27/32—Layered products comprising a layer of synthetic resin comprising polyolefins
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B27/00—Layered products comprising a layer of synthetic resin
- B32B27/38—Layered products comprising a layer of synthetic resin comprising epoxy resins
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B27/00—Layered products comprising a layer of synthetic resin
- B32B27/42—Layered products comprising a layer of synthetic resin comprising condensation resins of aldehydes, e.g. with phenols, ureas or melamines
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B3/00—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar form; Layered products having particular features of form
- B32B3/02—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar form; Layered products having particular features of form characterised by features of form at particular places, e.g. in edge regions
- B32B3/06—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar form; Layered products having particular features of form characterised by features of form at particular places, e.g. in edge regions for securing layers together; for attaching the product to another member, e.g. to a support, or to another product, e.g. groove/tongue, interlocking
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B3/00—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar form; Layered products having particular features of form
- B32B3/02—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar form; Layered products having particular features of form characterised by features of form at particular places, e.g. in edge regions
- B32B3/08—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar form; Layered products having particular features of form characterised by features of form at particular places, e.g. in edge regions characterised by added members at particular parts
- B32B3/085—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar form; Layered products having particular features of form characterised by features of form at particular places, e.g. in edge regions characterised by added members at particular parts spaced apart pieces on the surface of a layer
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B3/00—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar form; Layered products having particular features of form
- B32B3/26—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar form; Layered products having particular features of form characterised by a particular shape of the outline of the cross-section of a continuous layer; characterised by a layer with cavities or internal voids ; characterised by an apertured layer
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B33/00—Layered products characterised by particular properties or particular surface features, e.g. particular surface coatings; Layered products designed for particular purposes not covered by another single class
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B5/00—Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts
- B32B5/02—Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts characterised by structural features of a fibrous or filamentary layer
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/02—Making or lining canals
-
- 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
- E02D17/202—Securing of slopes or inclines with flexible securing means
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2262/00—Composition or structural features of fibres which form a fibrous or filamentary layer or are present as additives
- B32B2262/02—Synthetic macromolecular fibres
- B32B2262/0253—Polyolefin fibres
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2262/00—Composition or structural features of fibres which form a fibrous or filamentary layer or are present as additives
- B32B2262/02—Synthetic macromolecular fibres
- B32B2262/0261—Polyamide fibres
- B32B2262/0269—Aromatic polyamide fibres
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2262/00—Composition or structural features of fibres which form a fibrous or filamentary layer or are present as additives
- B32B2262/10—Inorganic fibres
- B32B2262/101—Glass fibres
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2262/00—Composition or structural features of fibres which form a fibrous or filamentary layer or are present as additives
- B32B2262/10—Inorganic fibres
- B32B2262/106—Carbon fibres, e.g. graphite fibres
Abstract
The present invention provides a kind of eco-cement cloth, including flexible fiber composite layer, the flexible fiber composite layer include flexible fiber tissue layer, and the soil and seed mix being filled between the flexible fiber tissue layer.Pass through filling soil and seed mix in the flexible fiber tissue layer, and form flexible fiber composite layer, it is transported for coiled storage before construction, when use, the eco-cement cloth is laid on the ground, and it waters to the eco-cement cloth of laying on the ground, the soil and seeds of filling, after water seasoning, go out green plant through president after a period of time, afforestation effect is played, construction efficiency is thus substantially increased, is more than decades of times faster than existing concrete mortar and stone masonry method speed of application；Due to being compounded with soil, vegetable seeds etc., good afforestation effect can be played, and the not globality of spoiled work structure simultaneously, substantially increase bank protection and the integrally-built durability of irrigation canals and ditches.
Description
Technical field
The present invention relates to technical field of road construction, and in particular to a kind of eco-cement cloth.
Background technology
Traditional water conservancy irrigation canals and ditches, road and massif bank protection is laid with using concrete products such as cement mortar, stone masonries, irrigation canals and ditches
And slope protection works is required for doing greening treatment in the construction process, and behind the reserved greening position of existing concrete product, meeting
It causes globality to be deteriorated, be easy to cause the problems such as collapsing, be broken, coming down, and afforest position and need secondary construction plantation various
Plant, it is long in time limit, it is costly.
Invention content
The technical problem to be solved in the present invention is to overcome in the prior art to exist in water conservancy irrigation canals and ditches, road and massif bank protection
During construction and greening construction, globality is deteriorated, and be easy to cause the defect for the problems such as collapsing, be broken, coming down.
For this purpose, the present invention provides a kind of eco-cement cloth, including flexible fiber composite layer, the flexible fiber composite layer packet
The flexible fiber tissue layer of the 3 D stereo made of weaving is included, and the soil being filled between the flexible fiber tissue layer
And seed mix.
In irrigation canals and ditches and slope protection greening work progress, to ensure the overall stability of the eco-cement cloth, while can also
Ensure afforestation effect, is that the flexible fiber composite layer further includes being filled in the flexible fiber as preferred technical solution
The cementitious material of subregion between tissue layer, the soil and seed mix are filled between the flexible fiber tissue layer
Remaining region, the cementitious material include that the hydraulic cementing materials of hydration reaction, such as cement-base composite material are carried out with water.
To ensure that the flexible fiber composite layer is easy to water in the construction process, avoid caused by leak in work progress
The case where continuing and repeatedly spraying water, while being the eco-cement cloth as preferred technical solution to reduce water resource waste
Further include connecing the extra play being set on one surface of flexible fiber composite layer, the extra play is that waterproof layer or enhancing are compound
Material layer.
In order to ensure that the fiber composite and the extra play are preferably adhesive into one, as preferred technical solution
For being equipped with stretch-proof between the flexible fiber composite layer and the extra play enhances adhesive linkage.
To ensure the fastness of the flexible limit tissue layer, it is as preferred technical solution, the flexible fiber is knitted
Nitride layer includes two layers of surface fiber fabric layer and the support fabric that is connected between two layers of surface fiber tissue layer
Layer；The soil and seed mix are filled between two layers of surface fiber fabric layer.
It is that the support fiber is knitted as preferred technical solution to ensure the fastness of the flexible limit tissue layer
Nitride layer includes the longitudinal fiber tissue layer being connected between two layers of surface fiber tissue layer, the longitudinal fiber fabric and institute
State surface fiber tissue layer and one whole three-dimensional structure be knitted to form by textile technology, the surface fiber tissue layer it is upper
Down space distance can adjust between 5mm~50mm.
Since the eco-cement cloth need to carry out laying construction, in stitching position it is easy to appear being uneven,
It is the one of the flexible fiber composite layer as preferred technical solution to reduce the case where splicing position is uneven
End, which extends, is equipped with intermediate plate end, and the other end, which extends, is equipped with interlayer end；The intermediate plate end includes first clamping piece layer and second intermediate plate layer, institute
State the lower section that second intermediate plate layer is located at the first clamping piece layer.
The lower section of the first clamping piece layer is equipped with buckle, and the interlayer end is equipped with card slot, the buckle and the card slot phase
It is mutually equipped with, and for the flexible fiber composite layer to be carried out splicing fixation.
For ease of splicing the flexible fiber composite layer, it is as preferred technical solution, the flexible fiber
The lower section of composite layer is equipped with articulamentum, and the articulamentum is located at the upper surface of the extra play, and the articulamentum is for multiple described
The splicing of eco-cement cloth is fixed as one.
It is the company as preferred technical solution to be further convenient for splicing the flexible fiber composite layer
It connects layer and is set as weldable material, be fixed as one for multiple eco-cement cloth splicings.
Can be durable and easily prepared for the guarantee enhancing composite layer, be as preferred technical solution,
The composite material of the enhancing composite layer includes carbon fiber, basalt fibre, glass fibre, aramid fiber, gathers
Arbitrary different materials are combined in tacryl, PVC, HDPE, LLDPE, LDPE；
The stretch-proof enhancing adhesive linkage can be prepared by unsaturated-resin, epoxy resin, phenolic resin.
Overall structure to reinforce the eco-cement cloth is stability, is the flexibility as preferred technical solution
Connection fastened layer is equipped between fiber composite and the extra play, the connection fastened layer includes reinforcing layer and multiple fastenings
Pawl, each fastening pawl are located at two surface up and down of the reinforcing layer, each fastening pawl above the reinforcing layer one by one
It is inserted into and is connected in the flexible fiber composite layer one by one；Each fastening pawl below the reinforcing layer is inserted into one by one
And it is connected in the extra play.
It is compound to reduce the extra play disengagement flexible fiber for the integraty for further strengthening the eco-cement cloth
Layer is that two surfaces up and down of the reinforcing layer are equipped with stretch-proof enhancing adhesive linkage as preferred technical solution.
For ease of top plant seed germination and can draws water, be as preferred technical solution, the reinforcing
Cavity structure is set as in layer, bottom is equipped with water accepting layer in the cavity, and the fastening pawl is also set as cavity structure, the fastening pawl
Circumferential side wall on be equipped at intervals with multiple holes, the side of the reinforcing layer is equipped at intervals with multiple openings, is all provided in each opening
There is plug.
Technical solution of the present invention has the following advantages that：
By filling soil and seed mix in the flexible fiber tissue layer, and flexible fiber composite layer is formed,
It is transported for coiled storage before construction, is cut into arbitrary size according to engine request at the scene and is laid with；In use, will be described
Eco-cement cloth is laid on the ground, and is watered to the eco-cement cloth of laying on the ground, the flexible fiber
Also contain dry concrete in composite layer, after water hydration reaction abundant with the eco-cement cloth, it can coagulate over time
Gu molding, and hardened by soft condition and form the state with enough hardness and strength, therefore play the role of shaping, bank protection.
And the soil and seeds filled go out green plant after water seasoning through president after a period of time, play afforestation effect, thus greatly
Construction efficiency is improved greatly, more than decades of times faster than existing concrete mortar and stone masonry method speed of application；Due to being compounded with
Soil, vegetable seeds etc., can play good afforestation effect, and the not globality of spoiled work structure simultaneously, greatly improve
Bank protection and the integrally-built durability of irrigation canals and ditches.Reduce the case where traditional construction takes work consuming in the process, site operation process
In, concrete allotment and stirring need not be carried out, construction worker's quantity is reduced, and reduces the usage amount of concrete, is led to
Cross the overall structure firmness that flexible fiber tissue layer strengthens the cement cloth.
Description of the drawings
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, in being described below
Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor
It puts, other drawings may also be obtained based on these drawings.
Fig. 1 is a kind of structural schematic diagram for the eco-cement cloth of the present invention provided；
Fig. 2 is a kind of surface fiber textile matte structure schematic diagram for the eco-cement cloth of the present invention provided；
Fig. 3 is the soil and seed mix and cementitious material interstitital texture for a kind of eco-cement cloth of the present invention provided
Schematic diagram；
Fig. 4 is a kind of intermediate plate end structure schematic diagram for the eco-cement cloth of the present invention provided；
Fig. 5 is a kind of fastening schematic diagram of a layer structure for the eco-cement cloth of the present invention provided；
Fig. 6 is a kind of water suction schematic diagram of a layer structure for the eco-cement cloth of the present invention provided；
Fig. 7 is a kind of buckle structure schematic diagram for the eco-cement cloth of the present invention provided；
Fig. 8 is a kind of connection schematic diagram of a layer structure for the eco-cement cloth of the present invention provided；
Fig. 9 is a kind of fixed rod structure schematic diagram for the eco-cement cloth of the present invention provided；
Figure 10 is a kind of Telescopic rod structure schematic diagram for the eco-cement cloth of the present invention provided；
Figure 11 is the structural schematic diagram of pressing device in the present invention；
Figure 12 is the structural schematic diagram of adjustable moving plate part in pressing device in the present invention；
Figure 13 is a kind of trough body structure schematic diagram for the eco-cement cloth of the present invention provided.
Wherein, 1- flexible fibers composite layer, 2- stretch-prooves enhance adhesive linkage, 3- extra plays, 4- surface fiber tissue layers, 5-
Support fiber fabric layer, 6- soil and seed mix, 7- cementitious materials, 9- intermediate plates end, 10- interlayers end, 11- first clamping pieces
Layer, 12- second intermediate plate layers, 13- fastened layers, 14- reinforcing layers, 15- fasten pawl, 16- water accepting layers, the holes 17-, 18- plugs, 19- cards
Button, 20- card slots, 21- articulamentums, 22- bottom plates, 23- columns, 24- crossbeams, 25- sliding sleeves, 26- hydraulic cylinders, 27- pressing plates, 28- the
One pressure sensor, the first displays of 29-, 30- conducting wires, 31-T type structure notches, 32- fixed links, 33- grounds, the undergrounds 34-,
35- annular protrusions, 36- clads, the first through holes of 37-, the second through holes of 38-, 39- locating rods, 40- telescopic rods, 41- cavitys
Body, 42- springs, 43- electromagnet, 44- grooves, 45- movable plates, 46- bearings, 47- screw rods, the second threaded holes of 48-, 49- rotations
Handle, 50- guide rods, 51- pilot holes, 52- second pressure sensors, 53- string holes, 54- second displays, 55- groove bodies, 56-
Lid, 57- supporting legs.
Specific implementation mode
Technical scheme of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill
The every other embodiment that personnel are obtained without making creative work, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term "center", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for the description present invention and simplify description, do not indicate or imply the indicated device or element must have a particular orientation,
With specific azimuth configuration and operation, therefore it is not considered as limiting the invention.In addition, term " first ", " second ",
" third " is used for description purposes only, and is not understood to indicate or imply relative importance.In addition, invention described below
Involved technical characteristic can be combined with each other as long as they do not conflict with each other in different embodiments.
Embodiment 1
According to Fig. 1, a kind of eco-cement cloth, including flexible fiber composite layer 1, the flexible fiber composite layer 1 wrap
The flexible fiber tissue layer of the 3 D stereo made of weaving is included, and the soil being filled between the flexible fiber tissue layer
And seed mix 6.By filling soil and seed mix in the flexible fiber tissue layer, and it is multiple to form flexible fiber
Layer is closed, is transported for coiled storage before construction, is cut into arbitrary size according to engine request at the scene and is laid with；In use,
The eco-cement cloth is laid on the ground, and is watered to the eco-cement cloth of laying on the ground, it is described soft
Property fiber composite in also contain dry concrete, can be in a period of time after water and the eco-cement cloth abundant hydration reaction
Its coagulation forming afterwards, and hardened by soft condition and form the state with enough hardness and strength, therefore play shaping, bank protection
Effect.And the soil and seeds filled go out green plant after water seasoning through president after a period of time, play afforestation effect, by
This substantially increases construction efficiency, more than decades of times faster than existing concrete mortar and stone masonry method speed of application；Due to multiple
Soil, vegetable seeds etc. have been closed, can play good afforestation effect, and the not globality of spoiled work structure simultaneously, significantly
Improve bank protection and the integrally-built durability of irrigation canals and ditches.Reduce the case where traditional construction takes work consuming in the process, site operation
In the process, concrete allotment and stirring need not be carried out, construction worker's quantity is reduced, and reduces the use of concrete
Amount, the overall structure firmness of the cement cloth is strengthened by flexible fiber tissue layer.The dry concrete is in before meeting water
Grain closest packing state, meets aquation after water, and being formed has very high strength, and hard-packed hydrated product makes cement ecological cloth have
The effects that standby outstanding reinforcing, shaping, protection.The dry concrete is that cement material can according to the selection of different cement types
With performances such as the intensity, freeze-thaw resistance, corrosion resistance, the fire resistances that reach different requirements.Cement material includes but is not limited to
The mixture of Portland cement, various special cements and compound various modified materials.
In irrigation canals and ditches and slope protection greening work progress, to ensure the overall stability of the eco-cement cloth, while can also
Ensure afforestation effect, is that according to Fig.3, the flexible fiber composite layer 1 further includes being filled in as preferred technical solution
The cementitious material 7 of subregion between the flexible fiber tissue layer, the soil and seed mix 6 are filled in the flexibility
Remaining region between fiber fabric layer, the cementitious material 7 include that the hydraulic cementing materials of hydration reaction, such as water are carried out with water
After cement-based composite material, the cement-base composite material and water are slurried, it can harden in air and harden, protect in water
The hydraulic cementing materials of its intensity is held and continues to develop, specific such as portland cement and other special cements.
To ensure that the flexible fiber composite layer is easy to water in the construction process, avoid caused by leak in work progress
The case where continuing and repeatedly spraying water, while to reduce water resource waste, being as preferred technical solution, according to Fig. 1 and Fig. 3 institutes
Show, the eco-cement cloth further includes connecing the extra play 3 being set on 1 one surface of flexible fiber composite layer, described additional
Layer 3 is waterproof layer or enhancing composite layer.The extra play 3 is preferably waterproof material or stretch-proof reinforcing material, and is had
There are good tensile strength, organic synthesis or natural material corrosion-resistant, the feature of environmental protection is good, reach waterproof or increases tensile strength
Purpose.
Can be durable and easily prepared for the guarantee enhancing composite layer, be as preferred technical solution,
The composite material of the enhancing composite layer includes carbon fiber, basalt fibre, glass fibre, aramid fiber, gathers
Arbitrary different materials are combined in tacryl, PVC, HDPE, LLDPE, LDPE；
The stretch-proof enhancing adhesive linkage can be prepared by unsaturated-resin, epoxy resin, phenolic resin.
In order to ensure that the fiber composite and the extra play are preferably adhesive into one, as preferred technical solution
To be equipped with stretch-proof enhancing adhesive linkage according to Fig. 1 and Fig. 3, between the flexible fiber composite layer 1 and the extra play 3
2.The stretch-proof enhancing adhesive linkage can be preferably natural environmental-protective adhesives, ensure the flexible fiber composite layer and institute
It states extra play to be firmly bonded as one, it is also ensured that the eco-cement cloth increases whole tensile strength, control is seeped water
Effect.
According to Fig. 1, Fig. 2 and Fig. 3, to ensure the fastness of the flexible limit tissue layer, as preferred technology
Scheme is, the flexible fiber tissue layer includes two layers of surface fiber fabric layer 4 and is connected to two layers of surface fiber and knits
Support fiber fabric layer 5 between nitride layer 4；The soil and seed mix 6 be filled in two layers of surface fiber fabric layer 4 it
Between.
It is that the support fiber is knitted as preferred technical solution to ensure the fastness of the flexible limit tissue layer
Nitride layer 5 includes being connected to longitudinal fiber tissue layer between two layers of surface fiber tissue layer 4, the longitudinal fiber fabric with
The surface fiber tissue layer 4 is knitted to form a whole three-dimensional structure, the surface fiber tissue layer 4 by textile technology
Space length up and down between 5mm~50mm.
In use, the flexible fiber composite layer can be set as multilayer, and e.g., top filling soil and seed mix 6, lower section
Cementitious material is filled, the cementitious material is dry concrete material.Also center-filled soil and seed mix 6 can be set as, four
Week filling cementitious material.
When flexible fiber composite layer surrounding filling dry concrete, central area filling soil and seed mix 6,
After meeting water, hydration reaction makes its hardening after dry concrete meets water, plays the role of reinforcing, shaping, protection, soil in central area
In seed then germinating growth, penetrate the surface layer of the flexible fiber composite layer, vegetation cover formed on ecological fabric surface.Energy
Enough under the conditions of integral strength is good, the effect of reinforcing and beautification ecology is played.
When the flexible fiber composite layer is stuffed entirely with soil and plant seed mixture；Or underfill gelling material
Material, when top filling soil and plant seed mixture；Under suitable temperature and humidity conditions, plant seed germination growth penetrates
The surface layer of the flexible fiber composite layer forms vegetation cover on ecological fabric surface, has the function that beautification ecology.Such knot
Structure has certain reinforcing, shaping, protective capability and ecological beautification function.It can also addition in soil and plant seed mixture
The vegetable seeds such as various draft, woody are covered in the selection of the substances such as fertilizer, seed.The temperature and humidity conditions of its germination with specific reference to
Use environment and kind subtype determine that the present invention does not limit this.
Since the eco-cement cloth need to carry out laying construction, in stitching position it is easy to appear being uneven,
Splice the case where position is uneven to reduce, is as preferred technical solution, it is described soft according to Fig. 4 and Fig. 7
Property fiber composite 1 one end extend be equipped with intermediate plate end 9, the other end extend be equipped with interlayer end 10；The intermediate plate end 9 includes first
Intermediate plate layer 11 and second intermediate plate layer 12, the second intermediate plate layer 12 are located at the lower section of the first clamping piece layer 11, first folder
The lower section of lamella 11 is equipped with buckle 19, and the interlayer end 10 is equipped with card slot 20, and the buckle 19 and the card slot 20 cooperate
Setting, and for the flexible fiber composite layer 1 to be carried out splicing fixation.
The eco-cement yardage roll is located on spool, and when splicing, the interlayer end 10 is placed in first folder
It between lamella and the second intermediate plate layer, and waters, makes the first clamping piece layer, interlayer end and second intermediate plate layer warp
Water carries out hydration reaction, and is sticked together, and thus can guarantee that bonding location is plane, is not in the case where being uneven.
Overall structure to reinforce the eco-cement cloth is stability, is as preferred technical solution, according to Fig. 5 institutes
Show, connection fastened layer 13 is equipped between the flexible fiber composite layer 1 and the extra play 3, and the connection fastened layer 13 includes
Reinforcing layer 14 and multiple fastening pawls 15, each fastening pawl 15 is located at two surface up and down of the reinforcing layer 14 one by one, described
Each fastening pawl 15 of 14 top of reinforcing layer is inserted into and is connected in the flexible fiber composite layer 1 one by one；The reinforcing
Each fastening pawl 15 of 14 lower section of layer is inserted into and is connected in the extra play 3 one by one.Further strengthen the ecological water
The integraty of mud cloth reduces the extra play and disengages the flexible fiber composite layer, is as preferred technical solution, described to add
Gu two surfaces up and down of layer 14 are equipped with stretch-proof enhancing adhesive linkage 2.
By the fastening pawl of setting, effectively the extra play and the flexible fiber composite layer can be fastened as a whole, when
When the stretch-proof enhancing adhesive linkage fails as the extension of usage time causes to paste, due in the flexible fiber composite layer
It filled with concrete, meets water and is then solidified as solid, therefore, use state is always then solid state, above the reinforcing layer
The fastening pawl can still be secured firmly to the flexible fiber composite layer, and it is described soft to ensure that the fastening pawl will not be deviate from easily
Property fiber composite, the fastening pawl below the reinforcing layer is then secured firmly to the top of the extra play, thus can guarantee
The entire firmness of the eco-cement cloth.
For ease of top plant seed germination and can draws water, be as preferred technical solution, according to Fig. 6 institutes
Show, cavity structure is set as in the reinforcing layer 14, and bottom is equipped with water accepting layer 16 in the cavity, and the fastening pawl 15 is also set as empty
Cavity configuration is equipped at intervals with multiple holes 17 in the circumferential side wall of the fastening pawl 15, and the side of the reinforcing layer 14 is equipped at intervals with more
A opening is equipped with plug 18 in each opening.When being laid with to the eco-cement cloth, by the plug from described
It is taken out at the side openings of reinforcing layer, the eco-cement cloth is then laid on ground, is watered and be hydrated when laying
When reaction, the water through hole 17 of the flexible fiber composite layer is penetrated into the cavity structure of the reinforcing layer, and institute thus can be accelerated
State the hydration reaction time of flexible fiber composite layer.During watering carries out hydration reaction, need to carry out repeatedly to water to protect
The flexible fiber composite layer is demonstrate,proved to be not in water shortage and dry concrete is caused to fail fully hydrated situation, and the reinforcing layer
Cavity structure in bottom setting water accepting layer 16 then can by 14 side wall of the reinforcing layer it is each opening with the reinforcing layer on
The hole being arranged on the fastening pawl 15 of side is catchmented, and for infiltrating the flexible fiber composite layer, is reduced worker and forgotten repeatedly
Lead to flexible fiber composite layer hydration reaction when watering not in time caused by watering or the excessively high moisture evaporation of environment temperature are too fast
Incomplete situation.
Meanwhile in the case of being filled with soil and seed in the flexible fiber composite layer, the sky in the reinforcing layer
Cavity configuration can also catchment for providing enough wettabilities to the seed in the flexible fiber composite layer, promote seed
Plant draws water and promotes its healthy growth after germination, and germination.
For ease of splicing the flexible fiber composite layer, it is as preferred technical solution, according to Fig.8,
The lower section of the flexible fiber composite layer 1 is equipped with articulamentum 21, and the articulamentum 21 is located at the upper surface of the extra play 3, institute
Articulamentum 21 is stated to be fixed as one for multiple eco-cement cloth splicings.To be further convenient for the flexible fiber composite layer
Spliced, be that the articulamentum 21 is set as weldable material as preferred technical solution, for multiple eco-cement cloth
Splicing is fixed as one；Or by articulamentums 21 described in technology utilizations such as bolt anchoring, hot melt, cold pressings by multiple ecological waters
The splicing of mud cloth is fixed as one.
When construction, first the ground of road surface or irrigation canals and ditches is accomplished fluently, then the eco-cement cloth is laid on ground, is finally led to
Crossing watering makes the eco-cement cloth carry out hydration reaction and is solidified as road surface or the irrigation canals and ditches of solid, but the area more in rainwater
Or the area that soil texture is loose, through use after a period of time, ground can cause soil erosion because of rainwash,
Thus then cause its road surface or irrigation canals and ditches easily to cave in, or road surface or irrigation canals and ditches is caused the case where displacement occur, as preferred
Technical solution is that according to Fig.9, the surface of the flexible fiber composite layer 1 is equipped at intervals with multiple T-type structure notches 31, institute
It states for installing fixed link 32 in T-type structure notch, ground is run through in described fixed link one end, and is inserted into underground, and the other end is set as
Annular protrusion, the convex annular origin or beginning is set as flexible fiber tissue layer, and is filled with cementitious material.When construction, by the ecology
Cement cloth is laid on foundation surface, and is punched using card punch at the T-type structure notch, then the fixed link is inserted
Enter in the T-type structure notch, make the fixed link through the ground and be inserted into underground, makes the upper surface of the annular protrusion
Upper surface with the eco-cement cloth is same level；The eco-cement cloth and the annular protrusion are poured at this time
Water, you can so that the eco-cement cloth and the annular protrusion hydration reaction and being connected to one, when rain drop erosion
Base causes soil erosion, and after causing ground to cave in, the fixed link can guarantee that its road surface or irrigation canals and ditches are not in displacement situation.Institute
It states fixed link to be distributed in below road surface or irrigation canals and ditches to be horizontal and vertical, while also extending through ground, when rain drop erosion, may be used also
The case where playing the purpose for consolidating ground, being further reduced the soil erosion caused by rain drop erosion.
The fixed link is the lower section that interval is located at the eco-cement cloth, and soil erosion occurs in the ground below road surface
After can cause cavity below road surface, then easily lead to landslide after the load-bearing of road surface and cause the accident, and pass through the branch of the fixed link
Support can reduce the case where its road surface caves in, to reduce the accident caused by landslide.The fixed link can pass through concreting
Method construct to obtain, can also be set as the flexible fiber composite layer of loop configuration, using watering obtain cement-base composite material
Fixed link, the fixed link can also be set as metal material.
To be further ensured that the fixed link is fixed more securely by the road surface or irrigation canals and ditches, while it can also reduce water and soil stream
The case where mistake, is as preferred technical solution, and according to Fig. 9 and Figure 10, the outer circumferential of the fixed link 32 is equipped with one
The clad 36 of loop configuration, the clad 36 are set as enhancing composite layer or waterproof layer, the axial direction of the fixed link 32
Center is equipped with the first through hole 37, and the outer circumferential of the fixed link 32 is arranged equipped with mounting hole, and the mounting hole is arranged along described solid
The longitudinal center line of fixed pole is symmetrical and runs through the fixed link, and the mounting hole row include multiple vertical direction spaced the
Two through holes 38.
Locating rod 39 is additionally provided in first through hole 37, the outer circumferential of the locating rod 39 is arranged with flexible company
Bar arranges, and the shrinking connecting-rod row include the telescopic rod 40 of multiple vertically-spaced settings, and the telescopic rod 40 includes successively
Set merges the multi link unit of scalable setting, and 40 center of the telescopic rod is set as cavity body 41, is equipped in the cavity body 41
Spring 42, when use, the spring 42 flicked, then the multi link unit of the telescopic rod 40 is stretched out.Second through hole 38 supplies
The telescopic rod 40 is movable back and forth, after the telescopic rod 40 stretches out second through hole 38, is then inserted into the transverse direction of the underground
The horizontally-parallel face of parallel surface or ground is equipped with electromagnet 43, the electricity between one group of lateral symmetry telescopic rod 40
Magnet 43 is embedded in the locating rod 39, and the electromagnet 43 is connected by conducting wire 30 and draws the top of the locating rod 39
Portion.When construction, by the foundation construction it is good after, the eco-cement cloth is laid on the ground upper surface, utilizes punching
Device punches at the T-type structure notch of the eco-cement cloth, in the hole that clad insertion card punch is beaten, then will be described
Fixed link is placed in the center of the clad, and the locating rod is placed in by first through hole 37 in the fixed link；
At this point, the electromagnet is in energized state, after the locating rod is fully recessed into first through hole, by the telescopic rod
Longitudinal center line be directed at the longitudinal center line of second through hole, and the power supply of the electromagnet is disconnected, at this point, described
For spring since the magnetism of not no electromagnet, the then spring flick, the spring, which flicks, can drive the telescopic rod 40 to distinguish
Stretch out to the left and to the right, you can the telescopic rod is inserted into the ground and underground, and with the table of the flexible fiber composite layer
Face is arranged in parallel.Thus it can guarantee that the fixed link stronger can be fixed on the ground and the underground, you can subtract
It is few because rainwater or flood is excessive cause soil erosion due to cause road foundation to collapse the case where, since the fixed link is perpendicular to institute
The surface of eco-cement cloth and horizontal and vertical interval is stated to be arranged, and the telescopic rod is then arranged in parallel in the eco-cement cloth
Lower section, and be equipped at intervals with multiple row along the fixed link vertical direction, can be thus one by the ground and underground soil lattice
A is rectangular, and lattice is reduced after square structure, to be then conducive to reinforce the stability of soil and ground because rainwater or flood are made
The case where at soil erosion.When road or irrigation canals and ditches using needing to repair or pass into disuse again for a period of time, in order to reduce
Destruction to natural environment, the road or irrigation canals and ditches that can be also laid with by removing the eco-cement cloth, when dismounting, first by surface layer
The road or irrigation canals and ditches that eco-cement cloth is formed are removed, and when due to construction, the annular protrusion and the eco-cement cloth pass through water
It closes reaction to combine together, after cement-base composite material and the extra play of removing road or ditch surface, ground is remaining solid
Fixed pole and clad, by the way that the conducting wire to be once again powered up, the electromagnet generates magnetic, you can by the bullet in the cavity body
Spring is withdrawn, and while the spring is withdrawn, the telescopic rod is driven to shrink, after the contraction pole is shunk, you can by the fixation
Bar extracts the clad, and the clad can carry out soil-burial or planting, can further be protected by planting plants
Road or irrigation canals and ditches after shield dismounting restore natural, ecological.
The conducting wire is embedded in the locating rod, after the electromagnet is powered off by the conducting wire, the telescopic rod
Interior telescopic spring and pop-up then drive the telescopic rod flexible, and the telescopic rod can run through second through hole 38,
And it is inserted into underground or ground.And after the telescopic rod is flexible, you can water to the annular protrusion, make the annular
The raised and described flexible fiber composite layer, which pours, to be integrated.The end of the telescopic rod is set as pyramidal structure, it is ensured that described to stretch
Contracting bar is rapidly inserted into the underground or ground, while can also reduce the resistance of insertion.
And when watering to the annular protrusion, the conducting wire then leaks outside in the locating rod and the annular protrusion
Between, thus it can cause after dismantling the road surface or irrigation canals and ditches, the conducting wire is then because the annular protrusion and the flexible fiber are multiple
Close layer pour be integrated after the conducting wire is damaged, to influence the electromagnet secondary energization use, conduct thus
Preferred technical solution is, according to Figure 13, opening up groove body is equipped between the locating rod and the annular protrusion,
The opening portion of leads ends in the groove body for placing the conducting wire, i.e., the end of the described conducting wire, the groove body is equipped with lid
56, the lid is used to be fastened on the open top end of the groove body, and for being closed the groove body, makes the end of the conducting wire
Be capable of safety be placed in the groove body, will not carry out pouring water-setting because of to the annular protrusion and the flexible fiber composite layer
Gu when the case where damaging, to ensure purpose that the conducting wire secondary can use.The lower section of the lid is equipped with annular
The supporting leg 57 of structure, the supporting leg can guarantee that one cavity of formation between the lid and the groove body, the cavity are interior for institute
State the purpose that conducting wire is placed safely.
The eco-cement cloth has good flexibility before not watering, can arbitrarily be spliced, in order to realize quickly
Splicing, and ensure good flatness, therefore, the application devises a kind of pressing device, and this pressing device is applied to multiple
The buckle of eco-cement cloth and the quick pressing of card slot, and preset pressure is provided so that seam crossing can have good smooth
Degree, as shown in figure 11, including bottom plate 22, column 23, crossbeam 24, sliding sleeve 25, hydraulic cylinder 26, pressing plate 27, first pressure sensor
28, the first display 29, the top setting spaced apart of the bottom plate 22 there are two column 23, two columns 23 it
Between be provided with the crossbeam 24 of horizontal direction, be provided with sliding sleeve 25 on the crossbeam 24, first be provided through on the sliding sleeve 25
Threaded hole is equipped on first threaded hole and tightens screw, and the lower section of the sliding sleeve 25 is provided with hydraulic cylinder 26, the hydraulic pressure
The piston rod of cylinder 26 extends straight down, and is equipped with the pressing plate 27 of horizontal direction.It will need the eco-cement cloth pressed successively
It sets, and the buckle of seam areas is inserted in one by one in corresponding card slot, the card slot and the buckle can be set as
Thus the structure of self-locking sub-buckle and female thread can reinforce the purpose of connection fastening, viscose glue can be added in stitching portion to strengthen connection,
Then start hydraulic cylinder 26 so that the piston rod of hydraulic cylinder 26 pushes pressing plate 27, and the eco-cement cloth being well placed is compressed and is spliced
It is good.The quick splicing that once can be achieved with multiple eco-cement cloth by pressing plate, improves the efficiency of splicing, can by sliding sleeve 25
To be moved in crossbeam 24, the adjustment to the horizontal direction position of pressing plate 27 is realized, so as to can be with eco-cement cloth to be spliced together
It aligns, improves the flexibility of pressing plate.
In order to be accurately controlled to pressing force, the application also further devises：The bottom end of the pressing plate 27 is provided with
The top of first pressure sensor 28, the pressing plate 27 is provided with the first display 29, the first pressure sensor 28 and institute
State the electric connection of the first display 29.Pressing force can be measured by the first pressure sensor 28 on pressing plate 27, and passes through first
Display 29 shows pressure value, to be accurately controlled to pressing force, to ensure the pressing quality peace of eco-cement cloth
Whole degree.
When the stitching portion thickness of multiple eco-cement cloth to be spliced together differs, it is difficult to ensure by the pushing of pressing plate 27
There is provided the pressing force that communicates, the big stitching portion of possible thickness is all by pressure ring, and the low place of thickness compression not yet, is
Solve the problems, such as this, the application devises the adjustable movable plate in part, as shown in figure 12, the bottom end end face of the pressing plate 27
On be provided with downward opening groove 44, be provided with movable plate 45 in the groove 44, the movable plate 45 and the groove 44
The sectional dimension of opening is identical, and bearing 26,26 outer ring of the bearing and the movement are equipped in the upper end of the movable plate 45
Plate 45 is fixedly connected, and the second threaded hole 48, second threaded hole 48 and the groove 44 are provided through on the pressing plate 27
Connection, screw rod 47 are mounted in second threaded hole 48, and 47 lower end of the screw rod is fixed with 26 inner ring of the bearing to be connected, described
The top of the pressing plate 27 is extended in 47 upper end of screw rod, and 47 upper end of the screw rod is provided with swing handle 49, on the movable plate 45
The both sides of the screw rod 47 are provided with guide rod 50, extends through and sets positioned at the both sides of the screw rod 47 on the pressing plate 27
It is equipped with pilot hole 51,50 one end of the guide rod is fixedly connected with the upper end end face of the movable plate 45, the guide rod 50 1
The end other end is upwardly extended across the pilot hole 51, and the bottom end of the movable plate 45 is provided with second pressure sensor 52, institute
It states and is provided through string holes 53 on pressing plate 27, the upper surface of the pressing plate 27 is provided with second display 54, the conducting wire 30 1
End is electrically connected with the second display 54, and 30 other end of the conducting wire passes through the string holes 53 to be sensed with the second pressure
Device 52 is electrically connected.It (is spelled relative to other eco-cement cloth for the eco-cement cloth stitching portion difference in thickness of part is bigger
Meet place), movable plate 45 is adjusted to its top, then starts hydraulic cylinder 26 so that pressing plate 27 unites to all seam crossings
One pressing shows pressure value when pressing by the first display 29, pair place larger with local thickness diversity ratio, by the
Two pressure sensors 52 can measure pressing force, and be transferred to second display 54 through conducting wire 30, pass through the comparison of pressure value, rotation
Swing handle 49, drive screw rod 47 rotate, pass through the screw-thread fit of screw rod 47 and the second threaded hole 48 so that movable plate 45 along
Vertical direction moves up and down, and to change the pressing force of application, guide rod 50 is moved down with movable plate 45 on pilot hole 51 is interior
It is dynamic, it prevents the inner ring of bearing 26 from rotating and movable plate 45 is driven to rotate, by constantly adjusting the height of movable plate 45, to change
Pressing force is ensured that when the pressure value that second display 54 is shown is close with the pressure value that first display 29 is shown
The pressing quality of the stitching portion of entire eco-cement cloth.
Obviously, the above embodiments are merely examples for clarifying the description, and does not limit the embodiments.It is right
For those of ordinary skill in the art, can also make on the basis of the above description it is other it is various forms of variation or
It changes.There is no necessity and possibility to exhaust all the enbodiments.And it is extended from this it is obvious variation or
It changes still within the protection scope of the invention.
Claims (10)
1. a kind of eco-cement cloth, which is characterized in that including flexible fiber composite layer (1), flexible fiber composite layer (1) packet
The flexible fiber tissue layer of the 3 D stereo made of weaving is included, and the soil being filled between the flexible fiber tissue layer
And seed mix (6).
2. a kind of eco-cement cloth according to claim 1, which is characterized in that the flexible fiber composite layer (1) is also wrapped
The cementitious material (7) of subregion between being filled in the flexible fiber tissue layer is included, the soil and seed mix (6) are filled out
Fill remaining region between the flexible fiber tissue layer.
3. a kind of eco-cement cloth according to claim 1, which is characterized in that the eco-cement cloth further includes connecing setting
Extra play (3) on (1) one surface of the flexible fiber composite layer, the extra play (3) are waterproof layer or enhancing composite wood
The bed of material.
4. a kind of eco-cement cloth according to claim 3, which is characterized in that the flexible fiber composite layer (1) and institute
It states and is equipped with stretch-proof enhancing adhesive linkage (2) between extra play (3).
5. a kind of eco-cement cloth according to claim 1, which is characterized in that the flexible fiber tissue layer includes two layers
Surface fiber tissue layer (4) and the support fiber fabric layer (5) being connected between two layers of surface fiber tissue layer (4)；
The soil and seed mix (6) are filled between two layers of surface fiber fabric layer (4).
6. a kind of eco-cement cloth according to claim 5, which is characterized in that the support fiber fabric layer (5) includes
The longitudinal fiber tissue layer being connected between two layers of surface fiber tissue layer (4), the longitudinal fiber tissue layer with it is described
Surface fiber tissue layer (4) is knitted to form a whole three-dimensional structure, the surface fiber tissue layer (4) by textile technology
Space length up and down between 5mm~50mm.
7. a kind of eco-cement cloth according to claim 1, which is characterized in that the one of the flexible fiber composite layer (1)
End, which extends, is equipped with intermediate plate end (9), and the other end, which extends, is equipped with interlayer end (10)；The intermediate plate end (9) includes first clamping piece layer (11)
With second intermediate plate layer (12), the second intermediate plate layer (12) is located at the lower section of the first clamping piece layer (11),
The lower section of the first clamping piece layer (11) is equipped with buckle (19), and the interlayer end (10) is equipped with card slot (20), the buckle
(19) it cooperates and is arranged with the card slot (20), and for the flexible fiber composite layer (1) to be carried out splicing fixation.
8. a kind of eco-cement cloth according to claim 3, which is characterized in that under the flexible fiber composite layer (1)
Side is equipped with articulamentum (21), and the articulamentum (21) is located at the upper surface of the extra play (3), and the articulamentum (21) is for multiple
The eco-cement cloth splicing is fixed as one.
9. a kind of eco-cement cloth according to claim 8, which is characterized in that the articulamentum (21) is set as solderable material
Material is fixed as one for multiple eco-cement cloth splicings.
10. a kind of eco-cement cloth according to claim 3, which is characterized in that described to enhance the compound of composite layer
Material include carbon fiber, basalt fibre, glass fibre, aramid fiber, polypropylene fibre, PVC, HDPE, LLDPE,
Arbitrary different materials are combined in LDPE；
The stretch-proof enhancing adhesive linkage (2) can be prepared by unsaturated-resin, epoxy resin, phenolic resin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810923777.3A CN108656645B (en) | 2018-08-14 | 2018-08-14 | Ecological cement cloth |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810923777.3A CN108656645B (en) | 2018-08-14 | 2018-08-14 | Ecological cement cloth |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108656645A true CN108656645A (en) | 2018-10-16 |
| CN108656645B CN108656645B (en) | 2023-11-10 |
Family
ID=63788900
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810923777.3A Active CN108656645B (en) | 2018-08-14 | 2018-08-14 | Ecological cement cloth |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108656645B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424345A (en) * | 2019-08-06 | 2019-11-08 | 中国水利水电科学研究院 | A kind of stage farmland hard Demonstration for Ecological Sanitation canal |
| CN110574574A (en) * | 2019-09-10 | 2019-12-17 | 河南交院工程技术有限公司 | Basalt fiber slope protection green plant bag, slope protection structure and slope protection method |
| WO2020253598A1 (en) * | 2019-06-19 | 2020-12-24 | 中铁三局集团有限公司 | Cement fiber-structured slope protection material, and device and method for construction thereof |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0988038A (en) * | 1995-09-22 | 1997-03-31 | Tokyu Constr Co Ltd | Greening method and flexible revetment material |
| JPH10121480A (en) * | 1996-10-17 | 1998-05-12 | Hagiwara Kogyo Kk | Method of forming slope face |
| JPH10231576A (en) * | 1997-02-19 | 1998-09-02 | Kensetsu Gijutsu Kenkyusho:Kk | Execution method for concrete structure, and concrete panel capable of planting |
| JP2003079241A (en) * | 2001-09-12 | 2003-03-18 | Wakayama Prefecture | Greening mat |
| WO2011140979A1 (en) * | 2010-05-12 | 2011-11-17 | Chang Yu-Shun | Afforestation ecological fabric reinforcing method and structure thereof |
| US20120291349A1 (en) * | 2011-05-16 | 2012-11-22 | Taiwan Textile Research Institute | Planting three-dimensional textile and planting apparatus using the same |
| US20130269248A1 (en) * | 2010-08-11 | 2013-10-17 | UFPTechnologies, Inc. | Seed Panel |
| CN204180615U (en) * | 2014-10-17 | 2015-03-04 | 安徽春都园林股份公司 | A kind of slope ecological plant growing bag for afforestation |
| CN204590099U (en) * | 2015-05-07 | 2015-08-26 | 新疆睿智新材料有限公司 | Stability composite geo-membrane |
| CN204982790U (en) * | 2015-08-05 | 2016-01-20 | 深圳市蓝盾防水工程有限公司 | Composite geomembrane for hydraulic engineering |
| CN206686665U (en) * | 2017-01-17 | 2017-12-01 | 河南蚁巢科技有限公司 | A kind of ventilating water seepage greenery patches structure |
| JP2018057324A (en) * | 2016-10-05 | 2018-04-12 | 日新産業株式会社 | Vegetation mat, and manufacturing method of vegetation mat |
-
2018
- 2018-08-14 CN CN201810923777.3A patent/CN108656645B/en active Active
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0988038A (en) * | 1995-09-22 | 1997-03-31 | Tokyu Constr Co Ltd | Greening method and flexible revetment material |
| JPH10121480A (en) * | 1996-10-17 | 1998-05-12 | Hagiwara Kogyo Kk | Method of forming slope face |
| JPH10231576A (en) * | 1997-02-19 | 1998-09-02 | Kensetsu Gijutsu Kenkyusho:Kk | Execution method for concrete structure, and concrete panel capable of planting |
| JP2003079241A (en) * | 2001-09-12 | 2003-03-18 | Wakayama Prefecture | Greening mat |
| WO2011140979A1 (en) * | 2010-05-12 | 2011-11-17 | Chang Yu-Shun | Afforestation ecological fabric reinforcing method and structure thereof |
| US20130269248A1 (en) * | 2010-08-11 | 2013-10-17 | UFPTechnologies, Inc. | Seed Panel |
| US20120291349A1 (en) * | 2011-05-16 | 2012-11-22 | Taiwan Textile Research Institute | Planting three-dimensional textile and planting apparatus using the same |
| CN204180615U (en) * | 2014-10-17 | 2015-03-04 | 安徽春都园林股份公司 | A kind of slope ecological plant growing bag for afforestation |
| CN204590099U (en) * | 2015-05-07 | 2015-08-26 | 新疆睿智新材料有限公司 | Stability composite geo-membrane |
| CN204982790U (en) * | 2015-08-05 | 2016-01-20 | 深圳市蓝盾防水工程有限公司 | Composite geomembrane for hydraulic engineering |
| JP2018057324A (en) * | 2016-10-05 | 2018-04-12 | 日新産業株式会社 | Vegetation mat, and manufacturing method of vegetation mat |
| CN206686665U (en) * | 2017-01-17 | 2017-12-01 | 河南蚁巢科技有限公司 | A kind of ventilating water seepage greenery patches structure |
Non-Patent Citations (1)
| Title |
|---|
| 吴伯明;戴浩;李东旭;: "三维玻璃纤维间隔连体织物水泥基复合材料的研究与应用", 中国建材科技, no. 01, pages 1 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020253598A1 (en) * | 2019-06-19 | 2020-12-24 | 中铁三局集团有限公司 | Cement fiber-structured slope protection material, and device and method for construction thereof |
| CN110424345A (en) * | 2019-08-06 | 2019-11-08 | 中国水利水电科学研究院 | A kind of stage farmland hard Demonstration for Ecological Sanitation canal |
| CN110574574A (en) * | 2019-09-10 | 2019-12-17 | 河南交院工程技术有限公司 | Basalt fiber slope protection green plant bag, slope protection structure and slope protection method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108656645B (en) | 2023-11-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104264692B (en) | A kind of side slope ecological renovation method | |
| CN108656645A (en) | Eco-cement cloth | |
| WO2010002155A2 (en) | Method for constructing an environmentally-friendly retaining wall using soil bags for vegetation and fixing members, and installation structure thereof | |
| CN110219310B (en) | Frame-type vegetation cement soil slope protection method and facility of water storage and drainage pipe combined multifunctional water drawing reinforced belt | |
| CN108343083A (en) | A kind of ecology earth-retaining construction | |
| CN107893422A (en) | A kind of reinforcement type ecological slope protection structure and its construction method | |
| JP2018059336A (en) | Surface layer collapse prevention mat, surface layer collapse prevention combined greening structure and surface layer collapse prevention combined greening method | |
| CN102677651B (en) | Method for ecological restoration of mountain | |
| CN208884480U (en) | Eco-cement cloth | |
| CN103225309B (en) | Construction method for concrete matrix planting protective slope | |
| CN114032927B (en) | Construction method for recovering vegetation with water-retaining soil-fixing function on side slope wound surface | |
| CN100507163C (en) | Method and equipment for protecting and greening side slope | |
| CN109837916A (en) | The wooden sash side slope ecological renovation method of assemble type | |
| CN206873395U (en) | A kind of ecological revetment dike | |
| US11045847B2 (en) | Geocomposite covering | |
| CN105178248A (en) | Concrete plant planting and slope protecting method for soft soil river slope | |
| CN209703527U (en) | A kind of three-dimensional ecology bag protective slope structure | |
| CN108656831A (en) | Combined type skeleton piling and layout of stones moulds mountain and construction method | |
| CN108661014B (en) | Post-construction hardening reinforced cement board | |
| CN208899421U (en) | Construction after-hardening reinforced cement board | |
| JP2008038369A (en) | Soil improvement construction method by combination of vegetation net and soft framework | |
| CN206189418U (en) | Short silk adds muscle ecological grass and irritates blanket bank protection | |
| CN108221971A (en) | For the cotton stalk supporting construction of cement mixing method | |
| CN114319395A (en) | Ecological bag modified expansive soil flexible ecological slope protection structure and construction method | |
| CN101235646A (en) | Building slope ecological supporting technique |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |