CN103485328A - Method for performing ecological reinforcement on soil slope surface by utilizing composite curing agent - Google Patents
Method for performing ecological reinforcement on soil slope surface by utilizing composite curing agent Download PDFInfo
- Publication number
- CN103485328A CN103485328A CN201310436492.4A CN201310436492A CN103485328A CN 103485328 A CN103485328 A CN 103485328A CN 201310436492 A CN201310436492 A CN 201310436492A CN 103485328 A CN103485328 A CN 103485328A
- Authority
- CN
- China
- Prior art keywords
- curing agent
- slope
- reinforcement
- soil
- ecological
- 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
- 239000003795 chemical substances by application Substances 0.000 title claims abstract description 64
- 239000002689 soil Substances 0.000 title claims abstract description 53
- 230000002787 reinforcement Effects 0.000 title claims abstract description 47
- 239000002131 composite material Substances 0.000 title claims abstract description 32
- 238000000034 method Methods 0.000 title claims abstract description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 23
- 229920000642 polymer Polymers 0.000 claims abstract description 19
- 244000025254 Cannabis sativa Species 0.000 claims abstract description 18
- 230000012010 growth Effects 0.000 claims abstract description 13
- 150000002009 diols Chemical class 0.000 claims description 22
- -1 polyoxypropylene Polymers 0.000 claims description 19
- 239000000203 mixture Substances 0.000 claims description 13
- 238000012423 maintenance Methods 0.000 claims description 9
- 229920002635 polyurethane Polymers 0.000 claims description 9
- 239000004814 polyurethane Substances 0.000 claims description 9
- 229920001730 Moisture cure polyurethane Polymers 0.000 claims description 8
- 229920003171 Poly (ethylene oxide) Polymers 0.000 claims description 8
- 239000007788 liquid Substances 0.000 claims description 7
- 229920001451 polypropylene glycol Polymers 0.000 claims description 7
- XEKOWRVHYACXOJ-UHFFFAOYSA-N Ethyl acetate Chemical compound CCOC(C)=O XEKOWRVHYACXOJ-UHFFFAOYSA-N 0.000 claims description 6
- 230000006378 damage Effects 0.000 claims description 6
- 230000000694 effects Effects 0.000 claims description 6
- 238000002360 preparation method Methods 0.000 claims description 5
- 238000005507 spraying Methods 0.000 claims description 5
- 238000006068 polycondensation reaction Methods 0.000 claims description 4
- 238000003756 stirring Methods 0.000 claims description 4
- 244000052363 Cynodon dactylon Species 0.000 claims description 3
- DBMJMQXJHONAFJ-UHFFFAOYSA-M Sodium laurylsulphate Chemical compound [Na+].CCCCCCCCCCCCOS([O-])(=O)=O DBMJMQXJHONAFJ-UHFFFAOYSA-M 0.000 claims description 3
- 230000035784 germination Effects 0.000 claims description 3
- 235000019333 sodium laurylsulphate Nutrition 0.000 claims description 3
- 239000007921 spray Substances 0.000 claims description 3
- 235000007516 Chrysanthemum Nutrition 0.000 claims description 2
- 244000189548 Chrysanthemum x morifolium Species 0.000 claims description 2
- 240000000716 Durio zibethinus Species 0.000 claims description 2
- 235000006025 Durio zibethinus Nutrition 0.000 claims description 2
- 229910000278 bentonite Inorganic materials 0.000 claims description 2
- 239000000440 bentonite Substances 0.000 claims description 2
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 claims description 2
- 239000013530 defoamer Substances 0.000 claims description 2
- 229920005989 resin Polymers 0.000 claims description 2
- 239000011347 resin Substances 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims description 2
- DVKJHBMWWAPEIU-UHFFFAOYSA-N toluene 2,4-diisocyanate Chemical compound CC1=CC=C(N=C=O)C=C1N=C=O DVKJHBMWWAPEIU-UHFFFAOYSA-N 0.000 claims description 2
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 claims 3
- 244000042324 Trifolium repens Species 0.000 claims 1
- 235000013540 Trifolium repens var repens Nutrition 0.000 claims 1
- 230000002745 absorbent Effects 0.000 claims 1
- 239000002250 absorbent Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 9
- 230000003628 erosive effect Effects 0.000 abstract description 9
- 230000007613 environmental effect Effects 0.000 abstract description 8
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 238000005065 mining Methods 0.000 abstract description 2
- 230000035699 permeability Effects 0.000 abstract description 2
- 239000011499 joint compound Substances 0.000 abstract 1
- 229920005862 polyol Polymers 0.000 description 8
- 150000003077 polyols Chemical class 0.000 description 8
- 238000012360 testing method Methods 0.000 description 7
- 239000002245 particle Substances 0.000 description 6
- 229920006237 degradable polymer Polymers 0.000 description 4
- 230000007812 deficiency Effects 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 125000005442 diisocyanate group Chemical group 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 238000004162 soil erosion Methods 0.000 description 2
- 239000003583 soil stabilizing agent Substances 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 230000002195 synergetic effect Effects 0.000 description 2
- NIXOWILDQLNWCW-UHFFFAOYSA-M Acrylate Chemical compound [O-]C(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-M 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- VVQNEPGJFQJSBK-UHFFFAOYSA-N Methyl methacrylate Chemical compound COC(=O)C(C)=C VVQNEPGJFQJSBK-UHFFFAOYSA-N 0.000 description 1
- 241001330451 Paspalum notatum Species 0.000 description 1
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- 241000219793 Trifolium Species 0.000 description 1
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000004480 active ingredient Substances 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 239000008367 deionised water Substances 0.000 description 1
- 229910021641 deionized water Inorganic materials 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000003995 emulsifying agent Substances 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 description 1
- 239000003999 initiator Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- JRKICGRDRMAZLK-UHFFFAOYSA-L peroxydisulfate Chemical compound [O-]S(=O)(=O)OOS([O-])(=O)=O JRKICGRDRMAZLK-UHFFFAOYSA-L 0.000 description 1
- 230000008635 plant growth Effects 0.000 description 1
- 229920000747 poly(lactic acid) Polymers 0.000 description 1
- 229920001610 polycaprolactone Polymers 0.000 description 1
- 239000004626 polylactic acid Substances 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 238000009331 sowing Methods 0.000 description 1
- 239000003381 stabilizer Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Images
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Cultivation Of Plants (AREA)
Abstract
本发明公开了一种复合固化剂对土质边坡坡面生态加固的方法,其特点是将高分子固化剂、泥浆和水以及草种按比例均匀混合形成复合固化剂,然后将复合固化剂喷洒在土质边坡坡面上,在土质边坡坡面上形成厚度约为5-15cm的固化层,待植被生长后,固化层与植被根系协同作用,从而实现土质边坡坡面生态加固。本发明固化层具有良好的抗冲刷性、抗风性能、水稳定性,且保水、透气,利于植被生长等功能,且施工简便,成本低廉,实用性强,生态环保。本发明可广泛应用于公路、岸堤等土质边坡坡面的生态加固,还可应用于矿区生态恢复、工程区生态治理等领域,特别适用于大规模环境建设施工工程,具有很好的社会效益和经济效益。
The invention discloses a method for ecological reinforcement of a soil slope with a composite curing agent, which is characterized in that a composite curing agent is uniformly mixed in proportion to a polymer curing agent, mud, water and grass seeds, and then the composite curing agent is sprayed On the soil slope surface, a solidified layer with a thickness of about 5-15cm is formed on the soil slope surface. After the vegetation grows, the solidified layer cooperates with the vegetation root system to realize the ecological reinforcement of the soil slope surface. The cured layer of the invention has good erosion resistance, wind resistance, water stability, water retention, air permeability, and functions such as being beneficial to vegetation growth, and is simple in construction, low in cost, strong in practicability, and ecologically friendly. The invention can be widely used in the ecological reinforcement of soil slopes such as roads and embankments, and can also be used in the fields of ecological restoration of mining areas, ecological management of engineering areas, etc., especially suitable for large-scale environmental construction projects, and has good social benefits and economic benefits.
Description
技术领域technical field
本发明属于环境保护工程技术领域,特别是涉及一种复合固化剂对土质边坡坡面生态加固的方法。The invention belongs to the technical field of environmental protection engineering, and in particular relates to a method for ecological reinforcement of a soil side slope with a composite curing agent.
背景技术Background technique
加强环境保护是推进经济社会发展的一项重大任务。在公路、铁路、水利、矿山等基础设施的施工过程中,原地貌植被的破坏不可避免,弃土、弃石、开挖等会给和谐的自然环境留下大量的裸露边坡。坡面加固方法主要有工程加固和植物加固。工程加固通常采用抹面、捶面、喷浆、勾(灌)缝、坡面护墙等形式,但该方法一般只适用于不宜植被生长的陡坡面,对于土质边坡无法实现生态加固。植被加固一般采用铺草、种草和植灌木(树木)形式,该方法虽能适用于土质边坡的生态加固,但在植被生长前或植被稀疏的区域,坡面的土体仍然存在坡面侵蚀、水土流失等问题,甚至会在很大程度上影响植被的生长。高分子固化剂作为一种新型环保的土壤加固材料,因具有参入量较少、运输方便、施工简单、生态环保等优点而备受关注。Strengthening environmental protection is a major task in promoting economic and social development. During the construction of infrastructure such as roads, railways, water conservancy, and mines, the destruction of the original landform vegetation is inevitable. Spoils, rocks, and excavations will leave a large number of exposed slopes in a harmonious natural environment. Slope reinforcement methods mainly include engineering reinforcement and plant reinforcement. Engineering reinforcement usually takes the form of plastering, hammering, spraying, hooking (irrigating) joints, slope retaining walls, etc., but this method is generally only applicable to steep slopes that are not suitable for vegetation growth, and cannot achieve ecological reinforcement for soil slopes. Vegetation reinforcement generally adopts the form of laying grass, planting grass and planting shrubs (trees). Although this method can be applied to the ecological reinforcement of soil slopes, before the vegetation grows or in areas where the vegetation is sparse, the soil on the slope surface still exists Problems such as erosion and soil erosion will even affect the growth of vegetation to a large extent. As a new type of environmentally friendly soil reinforcement material, polymer curing agent has attracted much attention due to its advantages such as less dosage, convenient transportation, simple construction, and ecological protection.
中国专利申请200710021619.0提出了“生态土壤稳定剂及其制备方法”,该生态土壤稳定剂包括水或去离子水,共聚单体1:醋酸乙烯酯,共聚单体2:甲基丙烯酸甲酯或与共聚单体3;共聚单体3:丙烯酸酯;聚乙烯醇;乳化剂十二烷基硫酸钠或与OP2-4或均为;引发剂(过硫酸盐)。该方法虽具有良好的环境适宜性及可促进植物生长的优点,但还存在以下不足:一是固化剂液体粘度较大,渗透性极差,坡面形成的固化层极薄,总体上不能满足坡面固化的要求;二是固化时间极长,在实际操作中很难保证固化效果;三是固化层保水性差,容易干裂,影响植被生长。Chinese patent application 200710021619.0 proposes "ecological soil stabilizer and its preparation method", the ecological soil stabilizer includes water or deionized water, comonomer 1: vinyl acetate, comonomer 2: methyl methacrylate or Comonomer 3; Comonomer 3: acrylate; polyvinyl alcohol; emulsifier sodium lauryl sulfate or with OP2-4 or both; initiator (persulfate). Although this method has the advantages of good environmental suitability and the ability to promote plant growth, it still has the following disadvantages: the one is that the curing agent liquid has a relatively high viscosity, poor permeability, and the solidified layer formed on the slope is extremely thin, which cannot meet the requirements on the whole. The second is that the curing time is extremely long, and it is difficult to guarantee the curing effect in actual operation; the third is that the curing layer has poor water retention and is easy to dry and crack, which affects the growth of vegetation.
中国专利申请201110106789.5提出了“一种聚氨酯型生态固沙剂及其制备方法”,该固沙剂由聚氨酯预聚体、分散稳定剂和溶剂组成,聚氨酯预聚体由聚合物多元醇和二异氰酸酯缩聚反应得到,聚合物多元醇由聚氧化丙烯二元醇、聚氧化乙烯二元醇和易降解聚合物二醇组成,聚氧化丙烯二元醇与聚氧化乙烯二元醇的质量比为1∶3~5∶1,易降解聚合物二醇占聚合物多元醇总质量的13~23%;聚合物多元醇与二异氰酸酯的质量比为4∶1~7∶1。该方法虽具有良好的高低温气候适应性和耐老化性的优点,但还存在以下不足:一是固化剂保质期短,在实际中很难保存;二是固化时间极短,在其固化时间内很难完成施工,将直接影响施工质量;三是固化层厚度薄,很难满足坡面加固要求。Chinese patent application 201110106789.5 proposes "a polyurethane type ecological sand-fixing agent and its preparation method". The sand-fixing agent is composed of a polyurethane prepolymer, a dispersion stabilizer and a solvent. The polyurethane prepolymer is obtained by the polycondensation reaction of polymer polyol and diisocyanate The polymer polyol is composed of polyoxypropylene diol, polyoxyethylene diol and easily degradable polymer diol, and the mass ratio of polyoxypropylene diol to polyoxyethylene diol is 1:3 to 5: 1. Degradable polymer diol accounts for 13-23% of the total mass of polymer polyol; the mass ratio of polymer polyol to diisocyanate is 4:1-7:1. Although this method has the advantages of good high and low temperature climate adaptability and aging resistance, it still has the following disadvantages: one is that the curing agent has a short shelf life and is difficult to preserve in practice; the other is that the curing time is extremely short, and within its curing time It is difficult to complete the construction, which will directly affect the construction quality; third, the thickness of the cured layer is thin, which makes it difficult to meet the slope reinforcement requirements.
中国专利申请201110106794.6提出了“一种防尘固沙方法”,该方法将聚氨酯型生态固沙剂用水稀释,聚氨酯预聚体的重量百分比浓度为0.5~5%;然后将固沙剂稀释液喷洒在沙土上,在沙土表层形成固化层;其中,所述聚氨酯型生态固沙剂的活性成分为聚氨酯预聚体,所述聚氨酯预聚体由聚合物多元醇和二异氰酸酯化合物缩聚反应得到,所述聚合物多元醇由聚氧化丙烯二元醇、聚氧化乙烯二元醇和易降解聚合物二醇组成,聚氧化丙烯二元醇与聚氧化乙烯二元醇的质量比为1∶3~5∶1,易降解聚合物二醇占聚合物多元醇总质量的13~23%;聚合物多元醇与二异氰酸酯化合物的质量比为4∶1~7∶1,所述易降解聚合物二醇为聚ε-己内酯二醇、聚乳酸二醇或其任意比例的混合物。该方法所形成的固化层虽具有良好的抗冲刷和抗风蚀性能等优点,但还存在以下不足:一是固化时间极短,在其固化时间内很难完成施工;二是固化层厚度薄,很难满足坡面加固要求;三是固化剂稀释直接喷洒在撒播植被草种后的沙土上,容易造成草种的移位,坡面植被分布均匀性极差。Chinese patent application 201110106794.6 proposes "a dust-proof and sand-fixing method". In this method, the polyurethane-type ecological sand-fixing agent is diluted with water, and the weight percentage concentration of the polyurethane prepolymer is 0.5-5%; then the diluted sand-fixing agent is sprayed on the sand , forming a solidified layer on the surface of the sand; wherein, the active ingredient of the polyurethane type ecological sand-fixing agent is a polyurethane prepolymer, and the polyurethane prepolymer is obtained by polycondensation reaction of a polymer polyol and a diisocyanate compound, and the polymer polyol It is composed of polyoxypropylene diol, polyoxyethylene diol and easily degradable polymer diol. The mass ratio of polyoxypropylene diol to polyoxyethylene diol is 1:3~5:1, and it is easy to degrade and polymerize Diol accounts for 13 to 23% of the total mass of polymer polyol; the mass ratio of polymer polyol to diisocyanate compound is 4:1 to 7:1, and the easily degradable polymer diol is polyε-caprolactone Ester diol, polylactic acid diol or a mixture thereof in any proportion. Although the solidified layer formed by this method has advantages such as good erosion resistance and wind erosion resistance, it still has the following disadvantages: the one is that the curing time is extremely short, and it is difficult to complete the construction within the curing time; It is difficult to meet the slope reinforcement requirements; the third is that the curing agent is diluted and sprayed directly on the sand after sowing vegetation grass seeds, which is easy to cause displacement of grass seeds, and the uniformity of vegetation distribution on the slope is extremely poor.
综上所述,如何克服现有技术的不足,有效解决在环境开发建设中,因开挖而造成生态体系失衡、原生植被损坏或裸露土质边坡出现的土壤土质松散、含水量降低、易风化、容易造成坡面侵蚀、水土流失、坡体坍塌、河流阻塞、滑坡、水污染等灾害问题,已成为当今环境保护工程技术领域中亟待攻克的重点难题之一。To sum up, how to overcome the deficiencies of existing technologies and effectively solve the problems of loose soil quality, reduced water content, and easy weathering caused by excavation in the course of environmental development and construction, resulting in ecological system imbalance, damage to native vegetation, or exposed soil slopes? , It is easy to cause slope erosion, soil erosion, slope collapse, river blockage, landslide, water pollution and other disasters, which has become one of the key problems to be solved in the field of environmental protection engineering technology.
发明内容Contents of the invention
本发明目的是为克服现有技术的不足而提供一种复合固化剂对土质边坡坡面生态加固的方法,本发明的固化层具有良好的抗冲刷性、抗风性能、水稳定性,且保水、透气,利于植被生长等功能,实用性强。The object of the present invention is to provide a kind of composite solidifying agent to the method for the ecological reinforcement of soil slope slope in order to overcome the deficiencies in the prior art. The solidified layer of the present invention has good erosion resistance, wind resistance, water stability, and Water retention, breathable, beneficial to vegetation growth and other functions, strong practicability.
本发明提出的一种复合固化剂对土质边坡坡面生态加固的方法,其特征在于包括以下步骤:A kind of composite solidifying agent that the present invention proposes is characterized in that comprising the following steps:
步骤一,坡面整平:采用机械或人工对天然边坡或人工边坡有明显冲沟或不平整处进行坡面整平;Step 1, slope leveling: use machinery or manual to level the natural slope or artificial slope where there are obvious gullies or unevenness;
步骤二,加固液配制:首先按质量百分比计:将5-20%高分子固化剂、5-10%泥浆和70-90%水均匀混合,然后与草种均匀搅拌组成复合固化剂,其中草种的加入量为25-35g/m2坡面;Step 2, preparation of reinforcement liquid: First, by mass percentage: uniformly mix 5-20% polymer curing agent, 5-10% mud and 70-90% water, and then evenly stir with grass seeds to form a composite curing agent, of which grass The amount of seed added is 25-35g/ m2 slope;
步骤三,加固液喷洒:将步骤二得到的复合固化剂按4-5L/m2坡面喷洒量喷洒在土质边坡坡面上,使得土质边坡坡面上形成固化层;Step 3, spraying the reinforcement solution: Spray the composite curing agent obtained in step 2 on the slope surface of the soil slope at a rate of 4-5L/m 2 , so that a solidified layer is formed on the slope surface of the soil slope;
步骤四,边坡养护:在草种发芽前后提供充足的水分,促使植被生长,使得植被根系与步骤三得到的固化层协同作用,从而实现土质边坡坡面生态加固;Step 4, slope maintenance: provide sufficient water before and after the germination of grass seeds to promote the growth of vegetation, so that the root system of the vegetation and the solidified layer obtained in step 3 cooperate to achieve ecological reinforcement of the soil slope;
步骤五,评估维护:对步骤四实现生态加固后的土质边坡坡面的损坏情况、植被生长情况等生态加固效果进行定期评估,以追加维护保养。Step 5, assessment and maintenance: Regularly evaluate the ecological reinforcement effects such as the damage of the soil slope and the growth of vegetation after the ecological reinforcement in step 4 for additional maintenance.
本发明实现生态固坡的机理是:为克服现有技术使用单一高分子固化剂的不足,本发明的加固液采用了复合固化剂,因复合固化剂与土质边坡坡面的相容性好,所以复合固化剂喷洒在土质边坡坡面上,容易从土颗粒孔隙渗入到土体内部,填充土颗粒间的孔隙并包裹土颗粒,随着水分的蒸发,固化剂在土颗粒表面以及内部形成空间网络结构,详见图1,将土颗粒与草种粘结成网络状的结构整体,从而在土体表层形成一定厚度的固化层;该复合固化剂形成的网状膜结构可储备水分,促进植被生长,待草种生长后,植被根系纵横交错地伸展在土体内部,进一步加强了土质边坡坡面固化层的网状结构,详见图2,同时植被的叶子覆盖在土质边坡坡面上,很大程度上可减小土质边坡坡面被雨水冲刷,在复合固化剂与植被的协同作用下实现土质边坡坡面的生态加固。The mechanism of the present invention to realize ecological slope consolidation is: in order to overcome the deficiency of using a single polymer curing agent in the prior art, the reinforcement solution of the present invention adopts a composite curing agent, because the composite curing agent has good compatibility with the soil slope surface , so the composite curing agent is sprayed on the soil slope, it is easy to penetrate into the soil from the pores of the soil particles, fill the pores between the soil particles and wrap the soil particles, as the water evaporates, the curing agent is on the surface and inside of the soil particles Form a spatial network structure, see Figure 1 for details, bond soil particles and grass seeds into a network-like structure, thereby forming a solidified layer of a certain thickness on the surface of the soil; the network-like film structure formed by the composite curing agent can store water , to promote the growth of vegetation. After the grass grows, the roots of the vegetation will crisscross and stretch inside the soil, further strengthening the network structure of the solidified layer of the soil slope. See Figure 2 for details. At the same time, the leaves of the vegetation cover the soil edge On the slope, it can greatly reduce the erosion of the soil slope by rainwater, and realize the ecological reinforcement of the soil slope under the synergistic effect of the composite curing agent and vegetation.
本发明与现有技术相比其显著优点在于:一是本发明采用了复合固化剂,能够有效解决土质边坡坡面侵蚀、水土流失、植被破坏、坡面失稳等问题;二是应用本发明加固后所形成的生态固化层具有良好的抗冲刷性、抗风性能、水稳定性,且保水、透气和利于植被生长等功能;三是本发明将复合固化剂与植被相结合,发挥了极好的协同作用,真正凸显了生态环保的效益;四是本发明的方法施工简便、工程成本低、实用性强、生态环保。本发明可广泛应用于公路、岸堤等土质边坡坡面的生态加固,还可应用于矿区生态恢复、工程区生态治理等领域,特别适用于大规模环境建设施工工程,具有很好的社会效益和经济效益。Compared with the prior art, the present invention has the following remarkable advantages: first, the present invention uses a composite curing agent, which can effectively solve problems such as soil slope erosion, water and soil loss, vegetation destruction, and slope instability; The ecological solidified layer formed after the invention is reinforced has good erosion resistance, wind resistance, water stability, and functions such as water retention, ventilation, and beneficial vegetation growth; the third is that the present invention combines the composite curing agent with vegetation to play a role The excellent synergistic effect really highlights the benefits of ecological and environmental protection; fourth, the method of the present invention is easy to construct, low in engineering cost, strong in practicability, and ecologically environmentally friendly. The invention can be widely used in the ecological reinforcement of soil slopes such as roads and embankments, and can also be used in the fields of ecological restoration of mining areas, ecological management of engineering areas, etc., especially suitable for large-scale environmental construction projects, and has good social benefits and economic benefits.
附图说明Description of drawings
图1为本发明提出的应用复合固化剂实施生态固化的机理示意图。Fig. 1 is a schematic diagram of the mechanism of applying a composite curing agent to implement ecological curing proposed by the present invention.
图2为本发明提出的应用复合固化剂实施边坡坡面生态加固的结构示意图。Fig. 2 is a structural schematic diagram of applying a composite curing agent to implement ecological reinforcement of a slope surface proposed by the present invention.
具体实施方式Detailed ways
下面结合实施例对本发明的具体实施方式作进一步的详细说明。The specific implementation of the present invention will be further described in detail below in conjunction with the examples.
本发明提出的一种复合固化剂对土质边坡坡面生态加固的方法,它包括以下步骤:A kind of composite solidifying agent that the present invention proposes to the method for ecological reinforcement of soil slope slope, it comprises the following steps:
步骤一,坡面整平:采用机械或人工对天然边坡或人工边坡有明显冲沟或不平整处进行坡面整平;Step 1, slope leveling: use machinery or manual to level the natural slope or artificial slope where there are obvious gullies or unevenness;
步骤二,加固液配制:首先按质量百分比计:将5-20%高分子固化剂、5-10%泥浆和70-90%水均匀混合,然后与草种均匀搅拌组成复合固化剂,其中草种的加入量为25-35g/m2坡面;Step 2, preparation of reinforcement liquid: First, by mass percentage: uniformly mix 5-20% polymer curing agent, 5-10% mud and 70-90% water, and then evenly stir with grass seeds to form a composite curing agent, of which grass The amount of seed added is 25-35g/ m2 slope;
所述的高分子固化剂为聚氨酯固化剂与保水剂按质量比9:1-15:1的混合剂,其粘度为600-1200mpa.s、固化时间6-8h、PH值6-8;The polymer curing agent is a mixture of polyurethane curing agent and water retaining agent in a mass ratio of 9:1-15:1, with a viscosity of 600-1200mpa.s, a curing time of 6-8h, and a pH value of 6-8;
所述的聚氨酯固化剂为二元醇混合物与甲苯二异氰酸酯按质量比2:1-3.5:1配置后进行缩聚反应,得到聚氨酯预聚体;再将按质量份数:10-20份聚氨酯预聚体与30-35份乙酸乙酯、1-1.5份十二烷基硫酸钠进行配置并充分搅拌,而制得聚氨酯固化剂成品;所述的二元醇混合物是由聚氧化丙烯二元醇与聚氧化乙烯二元醇按质量比1:3.5-1:5组成,其中:聚氧化丙烯二元醇的数均分子量为4000、聚氧化乙烯二元醇的数均分子量为2000。The polyurethane curing agent is a mixture of diols and toluene diisocyanate in a mass ratio of 2:1-3.5:1, followed by polycondensation reaction to obtain a polyurethane prepolymer; The polymer is configured with 30-35 parts of ethyl acetate and 1-1.5 parts of sodium lauryl sulfate and fully stirred to obtain a finished polyurethane curing agent; the diol mixture is made of polyoxypropylene diol It is composed of polyoxyethylene diol at a mass ratio of 1:3.5-1:5, wherein: the number average molecular weight of polyoxypropylene diol is 4000, and the number average molecular weight of polyoxyethylene diol is 2000.
所述的保水剂为一种固体状、吸水能力200-300倍和再生性好的高吸水性树脂;The water-retaining agent is a solid superabsorbent resin with 200-300 times the water absorption capacity and good reproducibility;
所述的泥浆的组分为,按质量份数计包括:30-40份膨润土、10-15份KCl、2-4份KOH、1-1.5份消泡剂和40-50份水;The components of the mud include, by mass parts: 30-40 parts of bentonite, 10-15 parts of KCl, 2-4 parts of KOH, 1-1.5 parts of defoamer and 40-50 parts of water;
步骤三,加固液喷洒:将步骤二得到的复合固化剂按4-5L/m2喷洒量喷洒在土质边坡坡面上,使得土质边坡坡面上形成固化层;所述的固化层厚度为5-15cm;Step 3, spraying of reinforcement liquid: spray the composite curing agent obtained in step 2 on the slope of the soil slope at a spraying rate of 4-5L/m2, so that a solidified layer is formed on the slope of the soil slope; the thickness of the solidified layer is 5-15cm;
步骤四,边坡养护:在草种发芽前后提供充足的水分,促使植被生长,使得植被根系与步骤三得到的固化层协同作用,从而实现土质边坡坡面生态加固;Step 4, slope maintenance: provide sufficient water before and after the germination of grass seeds to promote the growth of vegetation, so that the root system of the vegetation and the solidified layer obtained in step 3 cooperate to achieve ecological reinforcement of the soil slope;
步骤五,评估维护:对步骤四实现生态加固后的土质边坡坡面的损坏情况、植被生长情况等生态加固效果进行定期评估,以追加维护保养。Step 5, assessment and maintenance: Regularly evaluate the ecological reinforcement effects such as the damage of the soil slope and the growth of vegetation after the ecological reinforcement in step 4 for additional maintenance.
现以高速公路土质边坡试验段为例,进一步详细说明本发明的具体实施方式及其应用性能测试分析结果。Taking the soil slope test section of expressway as an example, the specific implementation mode of the present invention and the test and analysis results of its application performance are further described in detail.
本实施例具体实施步骤和要求同上,其中部分具体参数如下:The specific implementation steps and requirements of this embodiment are the same as above, and some of the specific parameters are as follows:
高速公路土质边坡试验段:坡长为20米、坡面斜边10米、坡角35°,坡面加固总面积200m2;加固液按质量百分比计:20%高分子固化剂、5%泥浆和75%水,加固液喷洒量为5L/m2坡面,高分子固化剂为聚氨酯固化剂与保水剂按质量比9:1的混合剂,草种为等质量比的狗牙根、白三叶、百喜草和榴花菊,草种用量25g/m2坡面;试验段加固液总用量1000L,配制加固液各组分所需用量如表1所示。Soil slope test section of expressway: slope length is 20 meters, slope slope is 10 meters, slope angle is 35°, total area of slope reinforcement is 200m 2 ; reinforcement liquid is calculated by mass percentage: 20% polymer curing agent, 5% Mud and 75% water, the amount of reinforcement liquid sprayed is 5L/m 2 on the slope, the polymer curing agent is a mixture of polyurethane curing agent and water-retaining agent at a mass ratio of 9:1, and the grass species are bermudagrass and white bermudagrass in equal mass ratios. The dosage of clover, bahia grass and durian chrysanthemum is 25g/ m2 slope;
表1 试验段加固液中各组分的用量Table 1 The dosage of each component in the reinforcement solution of the test section
高速公路土质边坡试验段固化层的厚度为10.5cm,该试验段加固后的坡面经过1个月、3个月、6个月、12个月的效果评估,结果均显示坡面土颗粒完整,未有冲刷痕迹,植被分布均匀且生长茂盛,达到很好的坡面生态加固效果。The thickness of the solidified layer in the soil slope test section of the expressway is 10.5cm. After 1 month, 3 months, 6 months, and 12 months of evaluation on the reinforced slope of the test section, the results all show that the slope soil particles It is complete, without scour traces, and the vegetation is evenly distributed and grows luxuriantly, achieving a very good ecological reinforcement effect on the slope.
本发明经反复现场试验验证,取得了满意的应用效果。本发明的复合固化剂对土质边坡坡面生态加固的方法的优异性能详见表2。The invention has been verified through repeated field tests and has achieved satisfactory application effects. The excellent properties of the composite solidifying agent of the present invention to the method for ecological reinforcement of soil slopes are shown in Table 2.
表2 本发明与现有高分子固化剂边坡加固方法对比表Table 2 Contrast between the present invention and the existing polymer curing agent slope reinforcement method
以上具体实施方式及实施例是对应用本发明提出的一种复合固化剂对土质边坡坡面生态加固的方法的技术思想的具体支持,不能以此限定本发明的保护范围,凡是按照本发明提出的技术思想,在本技术方案基础上所做的任何等同变化或等效的改动,均仍属于本发明技术方案保护的范围。The above specific implementation methods and examples are specific support for the technical thought of applying a composite curing agent proposed by the present invention to the method for ecological reinforcement of soil slope slopes, and cannot limit the protection scope of the present invention with this. The proposed technical ideas and any equivalent changes or equivalent changes made on the basis of this technical solution still belong to the scope of protection of the technical solution of the present invention.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310436492.4A CN103485328B (en) | 2013-09-23 | 2013-09-23 | Method for performing ecological reinforcement on soil slope surface by utilizing composite curing agent |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310436492.4A CN103485328B (en) | 2013-09-23 | 2013-09-23 | Method for performing ecological reinforcement on soil slope surface by utilizing composite curing agent |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103485328A true CN103485328A (en) | 2014-01-01 |
| CN103485328B CN103485328B (en) | 2015-04-08 |
Family
ID=49825883
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310436492.4A Expired - Fee Related CN103485328B (en) | 2013-09-23 | 2013-09-23 | Method for performing ecological reinforcement on soil slope surface by utilizing composite curing agent |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103485328B (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806439A (en) * | 2014-03-03 | 2014-05-21 | 中国科学院地质与地球物理研究所 | Novel rock-soil body side slope ecological restoration and corrosion resistance stabilizer |
| CN103821153A (en) * | 2014-01-10 | 2014-05-28 | 东南大学 | Arsenic sandstone slope treating method |
| CN105862889A (en) * | 2016-05-19 | 2016-08-17 | 成都理工大学 | Soil slope protection method |
| CN106284278A (en) * | 2016-08-31 | 2017-01-04 | 河海大学 | A kind of ecological reestablishment for soil-body landslide and evaluation methodology |
| CN106349864A (en) * | 2016-07-29 | 2017-01-25 | 神盾防火科技有限公司 | Slope protective colloid |
| CN106555388A (en) * | 2016-10-13 | 2017-04-05 | 河海大学 | Composite ventilating water conservation layer and the channel comprising composite ventilating water conservation layer and laying process |
| CN108797612A (en) * | 2018-06-19 | 2018-11-13 | 江苏东珠景观股份有限公司 | A kind of high stability side slope vertical planting ecological restoring method |
| CN109874445A (en) * | 2019-04-25 | 2019-06-14 | 中国科学院、水利部成都山地灾害与环境研究所 | A kind of restoration and reconstruction method being retained soil against corrosion for engineering slope |
| CN109942783A (en) * | 2019-02-22 | 2019-06-28 | 上海稻畑精细化工有限公司 | A kind of high stability polyurethane curing agent and preparation process thereof |
| CN111233380A (en) * | 2020-02-24 | 2020-06-05 | 长安大学 | Loess slope surface protection material and preparation and use method thereof |
| CN112726637A (en) * | 2020-12-11 | 2021-04-30 | 黄河水利委员会黄河水利科学研究院 | Ecological slope protection method applied to sand gravel side slope |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5436396A (en) * | 1992-06-22 | 1995-07-25 | Sandvik Rock Tools, Inc. | Stabilizing compositions and methods for stabilizing subterranean formations |
| CN1273222A (en) * | 1999-05-06 | 2000-11-15 | 北京市高水矿山工程与材料研究所 | Full sand consolidation filling material, production and use method |
| CN1289817A (en) * | 2000-11-20 | 2001-04-04 | 于英男 | Solidifying composition for coagulating soil |
| CN1513798A (en) * | 2003-05-14 | 2004-07-21 | 北京国叶奥特赛特固化剂研究开发中心 | Curing agent for providing soil and building garbage |
| CN1693262A (en) * | 2005-06-01 | 2005-11-09 | 陈永烽 | Loosening sand stabilized coagulant |
| CN101037598A (en) * | 2007-03-30 | 2007-09-19 | 成都理工大学 | Ecological slope protection substrate |
| CN102518139A (en) * | 2011-12-31 | 2012-06-27 | 董发达 | Manufacture method for ecological vegetated protective slope |
-
2013
- 2013-09-23 CN CN201310436492.4A patent/CN103485328B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5436396A (en) * | 1992-06-22 | 1995-07-25 | Sandvik Rock Tools, Inc. | Stabilizing compositions and methods for stabilizing subterranean formations |
| CN1273222A (en) * | 1999-05-06 | 2000-11-15 | 北京市高水矿山工程与材料研究所 | Full sand consolidation filling material, production and use method |
| CN1289817A (en) * | 2000-11-20 | 2001-04-04 | 于英男 | Solidifying composition for coagulating soil |
| CN1513798A (en) * | 2003-05-14 | 2004-07-21 | 北京国叶奥特赛特固化剂研究开发中心 | Curing agent for providing soil and building garbage |
| CN1693262A (en) * | 2005-06-01 | 2005-11-09 | 陈永烽 | Loosening sand stabilized coagulant |
| CN101037598A (en) * | 2007-03-30 | 2007-09-19 | 成都理工大学 | Ecological slope protection substrate |
| CN102518139A (en) * | 2011-12-31 | 2012-06-27 | 董发达 | Manufacture method for ecological vegetated protective slope |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821153A (en) * | 2014-01-10 | 2014-05-28 | 东南大学 | Arsenic sandstone slope treating method |
| CN103821153B (en) * | 2014-01-10 | 2016-01-13 | 东南大学 | A treatment method for arsenic sandstone slope |
| CN103806439A (en) * | 2014-03-03 | 2014-05-21 | 中国科学院地质与地球物理研究所 | Novel rock-soil body side slope ecological restoration and corrosion resistance stabilizer |
| CN103806439B (en) * | 2014-03-03 | 2015-09-23 | 中国科学院地质与地球物理研究所 | A new type of rock and soil slope ecological restoration and anti-erosion stabilizer |
| CN105862889B (en) * | 2016-05-19 | 2018-06-19 | 成都理工大学 | A kind of soil-slope bank protecting method |
| CN105862889A (en) * | 2016-05-19 | 2016-08-17 | 成都理工大学 | Soil slope protection method |
| CN106349864A (en) * | 2016-07-29 | 2017-01-25 | 神盾防火科技有限公司 | Slope protective colloid |
| CN106349864B (en) * | 2016-07-29 | 2019-01-22 | 神盾防火科技有限公司 | A kind of slope protection glue |
| CN106284278A (en) * | 2016-08-31 | 2017-01-04 | 河海大学 | A kind of ecological reestablishment for soil-body landslide and evaluation methodology |
| CN106555388A (en) * | 2016-10-13 | 2017-04-05 | 河海大学 | Composite ventilating water conservation layer and the channel comprising composite ventilating water conservation layer and laying process |
| CN108797612A (en) * | 2018-06-19 | 2018-11-13 | 江苏东珠景观股份有限公司 | A kind of high stability side slope vertical planting ecological restoring method |
| CN108797612B (en) * | 2018-06-19 | 2020-09-04 | 东珠生态环保股份有限公司 | High-stability slope three-dimensional greening ecological restoration method |
| CN109942783A (en) * | 2019-02-22 | 2019-06-28 | 上海稻畑精细化工有限公司 | A kind of high stability polyurethane curing agent and preparation process thereof |
| CN109874445A (en) * | 2019-04-25 | 2019-06-14 | 中国科学院、水利部成都山地灾害与环境研究所 | A kind of restoration and reconstruction method being retained soil against corrosion for engineering slope |
| CN111233380A (en) * | 2020-02-24 | 2020-06-05 | 长安大学 | Loess slope surface protection material and preparation and use method thereof |
| CN112726637A (en) * | 2020-12-11 | 2021-04-30 | 黄河水利委员会黄河水利科学研究院 | Ecological slope protection method applied to sand gravel side slope |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103485328B (en) | 2015-04-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103485328B (en) | Method for performing ecological reinforcement on soil slope surface by utilizing composite curing agent | |
| WO2021012537A1 (en) | Slope restoration method | |
| CN105862889B (en) | A kind of soil-slope bank protecting method | |
| CN104762923B (en) | The soil-plant of agricultural watershed Riparian Zone side slope-Biostatic method | |
| CN102388694A (en) | Method and plant pit for planting trees and saving degradation trees in arid and semiarid lands | |
| CN115997642A (en) | A guest soil spraying substrate for ecological restoration of rocky slopes and its preparation method | |
| CN104831740B (en) | Slope protection method and structure based on geocell and fiber clay mixture | |
| CN207392215U (en) | A kind of rock side slope ecological afforestation slope protection device | |
| CN103806455B (en) | A kind of nonsaturated sandy soil side slope low-carbon (LC) is repaired and greening slope method | |
| CN207362017U (en) | A kind of river sediment in-situ processing system | |
| CN106596897A (en) | Test device and method for measuring slope fixation effects and water absorption performances of reinforced plant soil | |
| Li et al. | Improving soil resilience to drought climate by an eco-friendly approach | |
| CN101805615B (en) | Vegetation soil stabilizer for soil slope and preparation method thereof | |
| CN104846912A (en) | Dune area water collection irrigation system | |
| CN106400778A (en) | Method for strengthening sandy soil based on composite curing agent and evaluation method | |
| CN109628097A (en) | A kind of ecological environment sand-fixing material and preparation method thereof | |
| CN207362037U (en) | A kind of river sediment in-situ cures construction system | |
| CN106190035A (en) | A kind of high-strength building construction site fast filming dust suppressant | |
| CN105503042A (en) | Clay-based anti-seepage material used for rainwater collection in desertification region and preparing and using method thereof | |
| CN106048886A (en) | Plant-fiber ecological felt and preparation method thereof | |
| JP2002013146A (en) | Slope stabilization method | |
| CN110080167A (en) | Mould bag fills sludge solidification ecological slope protection construction method | |
| CN105735952B (en) | A kind of method that medium to high permeable oil reservoir improves oil recovery factor | |
| CN105154091A (en) | Sand stabilizing agent for high-saline-alkaline-content desert | |
| CN104478397B (en) | Pressure-free high-permeability slurry and its preparation method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170831 Address after: 418000 Huaihua city of Hunan province Hecheng District of Yuelu City, 88 building 105 room Patentee after: HUNAN XINDALU ECOLOGICAL CONSTRUCTION CO.,LTD. Address before: 211100 Nanjing City, Jiangning Province, West Road, Buddha District, No. 8 Patentee before: Hohai University |
|
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 418000, Hecheng District, Hunan Province, Huaihua Road, North Tian Road and the intersection of the former Road (wisdom building, 12 floor) Patentee after: HUNAN XINDALU ECOLOGICAL CONSTRUCTION CO.,LTD. Address before: 418000 Huaihua city of Hunan province Hecheng District of Yuelu City, 88 building 105 room Patentee before: HUNAN XINDALU ECOLOGICAL CONSTRUCTION CO.,LTD. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150408 Termination date: 20210923 |