CN101122134A - Method for reinforcing dock and slope - Google Patents

Method for reinforcing dock and slope Download PDF

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Publication number
CN101122134A
CN101122134A CNA2006100300425A CN200610030042A CN101122134A CN 101122134 A CN101122134 A CN 101122134A CN A2006100300425 A CNA2006100300425 A CN A2006100300425A CN 200610030042 A CN200610030042 A CN 200610030042A CN 101122134 A CN101122134 A CN 101122134A
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CN
China
Prior art keywords
slope
shore
dock
reinforcing
coat
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CNA2006100300425A
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Chinese (zh)
Inventor
黄天文
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Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNA2006100300425A priority Critical patent/CN101122134A/en
Publication of CN101122134A publication Critical patent/CN101122134A/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23Dune restoration or creation; Cliff stabilisation

Abstract

A shore and slope upgrading method includes a step of arranging bottom fixing components on the shore and the slope. Any one of the bottom fixing components consists of a fiber bundle, which is biological fiber, such as rice straw, wheat straw, coconut shell shred, hemp, etc; the outer side of any one fiber bundle is respectively provided with a grid upgrading layer; any one bottom fixing component is lined in parallel along the bottom end line direction of the shore and the slope or in the middle; any two adjacent bottom fixing components mutually contact. Plants are arranged in the bottom fixing components. The bottom fixing components can absorb water and become heavier after water absorption, so as to prevent the soil and stone of the shore and the slope from loss downwards. Furthermore, roots of the plants in the bottom fixing components extend into the bottom end face of the shore and the slope, which can further stabilize the soil and stone at the bottom end of the shore and the slope, mitigate the soil land pressure, prevent the soil from flowing downwards or collapsing; meanwhile, the plants growing in the bottom fixing components can improve the landscape and afforestate the environment.

Description

The method on a kind of reinforcing dock and slope
Technical field
The present invention relates to building field, relate in particular to and reinforce the river course and anchor alongside the shore and the technology on slope the method on particularly a kind of reinforcing dock and slope.
Background technology
In the prior art, river course, seabeach and the method that other anchors alongside the shore and the slope all adopts granite to add the cement bond are come bank protection, to prevent caving in of sloping beach.But this method needs a large amount of exploitation stone materials, destroys ecology easily, and the cost height, and cement and stone material all need processing and transportation, long construction period; Simultaneously, cave-in accident appears in difficult quality guarantee easily behind the stone material bond, and in addition, the maintenance cost height also can destroy ecoscape, influences the natural landscape at river course, seabeach.
Summary of the invention
The granite that the method that the purpose of this invention is to provide a kind of reinforcing dock and slope, the method on described this reinforcing dock and slope will solve prior art adds the technical problem of the destruction that exists in the bank protecting method of cement bond ecological and natural landscape, cost height, long construction period and difficult quality guarantee.
The method on this reinforcing dock of the present invention and slope comprise one anchor alongside the shore and the slope on the process of strenthening member is set, wherein, described anchor alongside the shore and the slope on be provided with and comprise in the process of strenthening member that one is being anchored alongside the shore and the bottom or the middle step that at least one member of the solid end is set on slope, any one member of the described solid end constitutes by a fiber bundle, the outside of any one described fiber bundle is provided with the grid back-up coat respectively, member of described a plurality of solid ends is arranged along the baseline direction that anchors alongside the shore with the slope, and two adjacent arbitrarily members of the solid end have contact with each other.
Further, described fiber bundle is straw or straw or coconut husk silk or fiber crops.
Further, described grid back-up coat is biology or artificial fiber.
Further, Gu the axial baseline direction that anchors alongside the shore with the slope that is parallel to respectively of end member.
Further, in any one member of the described solid end plant is set all, described plant has coring.
Further, anchor alongside the shore and ramped surfaces more than the bottom, slope on cover a surperficial back-up coat be set, described surperficial back-up coat is fed the bed of material by one and is constituted, the described food in one's mouth bed of material is made of the straw mixing after pulverizing, the upper side of feeding the bed of material is provided with a back-up coat, described back-up coat is made of grid component, and described grid component is made of fibrage, and grid component is fixedlyed connected with the food in one's mouth bed of material.
Further, at the described food in one's mouth bed of material plant is set, described plant has coring, and coring and earth are integrated, and have prevented the loss of earth.
The present invention also provides a kind of reinforcing dock of said method and device on slope realized, the device on described this reinforcing dock and slope is made of at least one member of the solid end, wherein, any one member of the described solid end constitutes by a fiber bundle, the outside around any one described fiber bundle is provided with the grid back-up coat respectively, and two adjacent arbitrarily members of the solid end have contact with each other.
Further, any one member of the described solid end all is cylindric.
Further, the diameter of any one member of the described solid end is all between 0.1m~2m.
Further, be provided with plant in any one member of the described solid end, described plant has coring, perhaps, is provided with grass-seed or seed in any one member of the described solid end.
Further, one side of member of the described solid end is provided with a surperficial back-up coat, described surperficial back-up coat is fed the bed of material by one and is constituted, the described food in one's mouth bed of material is made of the straw mixing after pulverizing, the upper side of feeding the bed of material is provided with a back-up coat, described back-up coat is made of grid component, and described grid component is made of fibrage, and grid component is fixedlyed connected with the food in one's mouth bed of material.
Operating principle of the present invention is: Gu end member along anchor alongside the shore and the baseline on slope or third side to arrangement, after the fiber suction, the solid weight of end member increases, thus the native stone that prevents to anchor alongside the shore with the bottom, slope loses with current.Further, utilize the plant root whisker be arranged in the member of the solid end to stretch into to anchor alongside the shore and the bottom face on slope in, can further consolidate and anchor alongside the shore and the native stone of bottom, slope, the plant that is grown in simultaneously in the member of the solid end also can be improved view.Be arranged on anchor alongside the shore and the above ramped surfaces in bottom, slope on surperficial back-up coat can protect ramped surfaces, be arranged on plant wherein, as grass, join together with the plant of consolidating on the end member during growth, covering protection anchors alongside the shore and the slope better.
The present invention and prior art compare, and its effect is actively with tangible.The present invention is provided with member of the solid end in the bottom of anchoring alongside the shore with the slope, Gu end member constitutes by fiber bundle, utilization keeps the shape of fiber bundle around the grid back-up coat in the fiber bundle outside, after the fiber suction, Gu the weight of end member increases, can not move, thereby prevent to anchor alongside the shore and the native stone of bottom, slope loses with current.Further, utilization be arranged on plant root whisker in the member of the solid end stretch into anchor alongside the shore and the bottom face on slope in, with anchor alongside the shore, the earth on slope is grown in together, after the string degraded, combine together with earth, can further consolidate the native stone that anchors alongside the shore with the bottom, slope, slowed down the pressure on earth ground, the plant that is grown in simultaneously in the member of the solid end also can be improved view, has afforested environment.The present invention is used to anchor alongside the shore and the slope, has prevented the landslide of water-bed earth, has stoped the landslide of earth after the earthquake, has also stoped the landslide of earth behind wind or the current.
Description of drawings
Fig. 1 is the schematic diagram of the method on reinforcing dock of the present invention and slope.
The specific embodiment
As shown in Figure 1, the method on a kind of reinforcing dock of the present invention and slope, comprise one anchor alongside the shore and slope 1 on the process of strenthening member is set, wherein, described anchor alongside the shore and slope 1 on be provided with and comprise in the process of strenthening member that one is being anchored alongside the shore and the bottom or the middle steps that member of a plurality of solid ends 2 is set on slope 1, any one member 2 of the described solid end constitutes by a fiber bundle 3, the outside around any one described fiber bundle 3 is provided with grid back-up coat 4 respectively, anchor alongside the shore in member 2 edges, described a plurality of solid ends and the baseline direction on slope 1 is arranged, and two adjacent arbitrarily members of the solid end 2 have contact with each other.
Further, Gu the axial baseline direction that anchors alongside the shore with slope 1 that is parallel to respectively of end member 2.
Further, in any one member of the described solid end 2 plant 5 is set all, described plant has coring 5.
Further, anchor alongside the shore and ramped surfaces more than 1 bottom, slope on cover a surperficial back-up coat 6 be set, described surperficial back-up coat 6 is fed the bed of material 7 by one and is constituted, the described food in one's mouth bed of material 7 is made of the straw mixing after pulverizing, the upper side of feeding the bed of material 7 is provided with a back-up coat 8, described back-up coat 8 is made of grid component, and described grid component is made of fibrage, grid component with feed the bed of material 7 and fixedly connected.
Further, at the described food in one's mouth bed of material 7 plant is set, described plant has coring.
The present invention also provides a kind of reinforcing dock of said method and device on slope 1 realized, the device on described this reinforcing dock and slope 1 is made of at least one member of the solid end 2, wherein, any one member 2 of the described solid end constitutes by a fiber bundle 3, the outside around any one described fiber bundle 3 is provided with grid back-up coat 4 respectively, and two adjacent arbitrarily members of the solid end 2 have contact with each other.
Further, any one member of the described solid end 2 all is cylindric.
Further, the diameter of any one member of the described solid end 2 is all between 0.1m~2m.
Further, be provided with plant in any one member of the described solid end 2, described plant has coring, perhaps, is provided with grass-seed in any one member of the described solid end 2.
Further, one side of member of the described solid end 2 is provided with a surperficial back-up coat 6, described surperficial back-up coat 6 is fed the bed of material 7 by one and is constituted, the described food in one's mouth bed of material 7 is made of the straw mixing after pulverizing, the upper side of feeding the bed of material 7 is provided with a back-up coat 8, described back-up coat 8 is made of grid component, and described grid component is made of fibrage, grid component with feed the bed of material 7 and fixedly connected.

Claims (12)

1. the method on reinforcing dock and slope, comprise one anchor alongside the shore and the slope on the process of strenthening member is set, it is characterized in that: described anchor alongside the shore and the slope on be provided with and comprise in the process of strenthening member that one is being anchored alongside the shore and the bottom or the middle step that at least one member of the solid end is set on slope, any one member of the described solid end constitutes by a fiber bundle, the outside of any one described fiber bundle is provided with the grid back-up coat respectively, member of described a plurality of solid ends is arranged along the baseline direction that anchors alongside the shore with the slope, and two adjacent arbitrarily members of the solid end have contact with each other.
2. the method on reinforcing dock as claimed in claim 1 and slope is characterized in that: described fiber bundle is straw or straw or coconut husk silk or fiber crops.
3. the method on reinforcing dock as claimed in claim 1 and slope is characterized in that: described grid back-up coat is biology or artificial fiber.
4. the method on reinforcing dock as claimed in claim 1 and slope is characterized in that: Gu the axial baseline direction that anchors alongside the shore with the slope that is parallel to respectively of end member.
5. the method on reinforcing dock as claimed in claim 1 and slope is characterized in that: in any one member of the described solid end plant is set all, described plant has coring.
6. the method on reinforcing dock as claimed in claim 1 and slope, it is characterized in that: anchor alongside the shore and ramped surfaces more than the bottom, slope on cover a surperficial back-up coat be set, described surperficial back-up coat is fed the bed of material by one and is constituted, the described food in one's mouth bed of material is made of the straw mixing after pulverizing, the upper side of feeding the bed of material is provided with a back-up coat, described back-up coat is made of grid component, and described grid component is made of fibrage, and grid component is fixedlyed connected with the food in one's mouth bed of material.
7. the method on reinforcing dock as claimed in claim 6 and slope is characterized in that: at the described food in one's mouth bed of material plant is set, described plant has coring.
8. device of realizing the method on reinforcing dock as claimed in claim 1 and slope, constitute by at least one member of the solid end, it is characterized in that: any one member of the described solid end constitutes by a fiber bundle, the outside of any one described fiber bundle is provided with the grid back-up coat respectively, and two adjacent arbitrarily members of the solid end have contact with each other.
9. the device on reinforcing dock as claimed in claim 8 and slope,, it is characterized in that: any one member of the described solid end all is cylindric.
10. the device on reinforcing dock as claimed in claim 8 and slope,, it is characterized in that: the diameter of any one member of the described solid end is all between 0.1m~2m.
11. the device on reinforcing dock as claimed in claim 8 and slope,, it is characterized in that: be provided with plant in any one member of the described solid end, described plant has coring, perhaps, be provided with grass-seed or seed in any one member of the described solid end.
12. the device on reinforcing dock as claimed in claim 8 and slope, it is characterized in that: one side of member of the described solid end is provided with a surperficial back-up coat, described surperficial back-up coat is fed the bed of material by one and is constituted, the described food in one's mouth bed of material is made of the straw mixing after pulverizing, and the upper side of feeding the bed of material is provided with a back-up coat, and described back-up coat is made of grid component, described grid component is made of fibrage, and grid component is fixedlyed connected with the food in one's mouth bed of material.
CNA2006100300425A 2006-08-11 2006-08-11 Method for reinforcing dock and slope Pending CN101122134A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNA2006100300425A CN101122134A (en) 2006-08-11 2006-08-11 Method for reinforcing dock and slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNA2006100300425A CN101122134A (en) 2006-08-11 2006-08-11 Method for reinforcing dock and slope

Publications (1)

Publication Number Publication Date
CN101122134A true CN101122134A (en) 2008-02-13

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Application Number Title Priority Date Filing Date
CNA2006100300425A Pending CN101122134A (en) 2006-08-11 2006-08-11 Method for reinforcing dock and slope

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CN (1) CN101122134A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101974911A (en) * 2010-09-17 2011-02-16 北京矿冶研究总院 Ecological restoration method for side slope of acid waste rock yard
CN102535484A (en) * 2011-12-06 2012-07-04 北京北林绿源生态技术研究院有限责任公司 Greening method of cement mortar anchoring and shotcreting side slope
CN104153376A (en) * 2013-05-15 2014-11-19 青岛天力建筑加固工程有限公司 Balance weight type slope protector

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101974911A (en) * 2010-09-17 2011-02-16 北京矿冶研究总院 Ecological restoration method for side slope of acid waste rock yard
CN102535484A (en) * 2011-12-06 2012-07-04 北京北林绿源生态技术研究院有限责任公司 Greening method of cement mortar anchoring and shotcreting side slope
CN104153376A (en) * 2013-05-15 2014-11-19 青岛天力建筑加固工程有限公司 Balance weight type slope protector

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