CN104150846B - A kind of method of ecological remediation type precast slab and transformation river course rigidity revetment and riverbed reparation - Google Patents

A kind of method of ecological remediation type precast slab and transformation river course rigidity revetment and riverbed reparation Download PDF

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CN104150846B
CN104150846B CN201410410313.4A CN201410410313A CN104150846B CN 104150846 B CN104150846 B CN 104150846B CN 201410410313 A CN201410410313 A CN 201410410313A CN 104150846 B CN104150846 B CN 104150846B
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傅大放
李奎鹏
耿飞
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Southeast University
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    • Y02A20/402River restoration

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Abstract

本发明公开了一种生态修复型预制混凝土板及改造河道硬质护岸和河床修复的方法,其中预制混凝土板采用混凝土预制而成,混凝土的组成为:多孔性骨料:400~700kg/m3;低碱性胶结料:200~250kg/m3;颗粒状修复剂:40~60kg/m3;高效添加剂:3~7kg/m3;水:50~90kg/m3。采用生态修复型混凝土板安装于原有硬质护岸和河床底部的生态化改造方法,节约资源,投资少,而且克服了混凝土水下施工的困难,施工期短,见效快。通过本发明改造后,可改善水陆生态系统链,同时可吸附水中的有机物、氮磷及重金属等污染物,然后通过动植物、微生物共同作用去除污染物,实现吸附剂原位再生,原位恢复吸附容量,达到长期持续的生态净水效果。

The invention discloses an ecological restoration type prefabricated concrete slab and a method for renovating the hard revetment of a river channel and repairing a river bed, wherein the prefabricated concrete slab is prefabricated by concrete, and the concrete is composed of: porous aggregate: 400-700kg/m 3 ; Low alkaline cementing material: 200~250kg/m 3 ; Granular restoration agent: 40~60kg/m 3 ; High-efficiency additive: 3~7kg/m 3 ; Water: 50~90kg/m 3 . The ecological reconstruction method of installing the ecological restoration concrete slab on the original hard bank revetment and the bottom of the river bed saves resources, requires less investment, and overcomes the difficulty of concrete underwater construction. The construction period is short and the effect is quick. After the transformation of the present invention, the chain of aquatic and terrestrial ecosystems can be improved, and at the same time, pollutants such as organic matter, nitrogen, phosphorus, and heavy metals in the water can be adsorbed, and then the pollutants can be removed through the joint action of animals, plants, and microorganisms to realize in-situ regeneration and in-situ restoration of the adsorbent. Absorption capacity, to achieve long-term sustainable ecological water purification effect.

Description

一种生态修复型预制混凝土板及改造河道硬质护岸和河床修复的方法An ecological restoration type prefabricated concrete slab and a method for reconstructing hard bank revetments and riverbed restoration

技术领域technical field

本发明涉及环境友好型混凝土材料制备技术领域,尤其涉及一种改善硬质驳岸和河床修复的多孔轻质透水混凝土板,适用于江、河、湖、库等原有硬质岸坡的生态化改造和河床基底的生态修复。The invention relates to the technical field of preparation of environmentally friendly concrete materials, in particular to a porous lightweight permeable concrete slab for improving hard revetments and riverbed repairs, which is suitable for the ecologicalization of original hard bank slopes such as rivers, lakes, and reservoirs. Reconstruction and ecological restoration of river bed bases.

背景技术Background technique

传统的硬质护岸在河道工程中常有应用,尤其是在用地紧张的城市内河中应用广泛。传统硬质护岸多采用砌石或普通水泥混凝土浇筑而成,这种护岸模式见效快,既可防洪又使河道景观看上去整洁、干净;然而,硬质护岸结构孔隙率小,透水、透气性差,破坏了水、土和生物之间的物质循环和能量流动,使大量水陆交错带的植物失去生存条件;而且,光滑硬质的表面也改变了原来自然岸坡的特性,使鱼类难寻产卵的适宜场所,降低了生物多样性,削弱了河流自净能力,破坏了自然的生态环境。因此,对河道硬质护岸进行生态化改造,使其在满足科学安全性的基础上,达到景观和生态要求十分紧迫和必要。Traditional hard revetments are often used in river engineering, especially in urban inland rivers where land is scarce. The traditional hard revetment is mostly made of masonry or ordinary cement concrete. This revetment mode is effective, which can not only prevent floods but also make the river landscape look neat and clean; however, the hard revetment structure has small porosity and poor water permeability and air permeability. , destroyed the material cycle and energy flow between water, soil and living things, and made a large number of plants in the ecotone zone lose their living conditions; moreover, the smooth and hard surface also changed the characteristics of the original natural bank slope, making it difficult for fish to find A suitable place for spawning reduces biodiversity, weakens the self-purification ability of rivers, and destroys the natural ecological environment. Therefore, it is very urgent and necessary to carry out ecological transformation of the hard revetment of the river, so that it can meet the requirements of landscape and ecology on the basis of scientific safety.

近年来,许多城市在河道整治中将原有的硬质护岸进行了全面拆除,造成大量资源的浪费,还有许多改造工程由于过度追求景观和生态效应而忽视了安全性和护岸寿命问题。因此,我国许多城市和地区急需一种在保护原有护岸结构的基础上便捷经济地进行生态化改造的方案和实例。In recent years, many cities have completely demolished the original hard bank revetments in river improvement, resulting in a lot of waste of resources, and many renovation projects have neglected safety and revetment life due to excessive pursuit of landscape and ecological effects. Therefore, many cities and regions in our country are in urgent need of a scheme and example for ecological transformation convenient and economical on the basis of protecting the original revetment structure.

江、河、湖、库等水体的底泥中沉积有大量的有机质、氮磷、重金属等污染物,这些污染物质在一定条件下会从底泥中释放进入水体,污染水质,造成内源污染。目前,国内针对底泥内源污染的控制措施主要有底泥疏浚、底泥氧化和覆盖底泥层等。底泥疏浚是较为成熟且简单的措施,可迅速消除底泥,减少污染物,但底泥疏浚造成的扰动会加速氮、磷等沉积污染物的二次释放,而且清淤过程同时也带走了河床基底的植物、微生物,严重破坏了河床微生态系统;底泥氧化由于引入化学药剂易造成二次污染;底泥覆盖多采用砂、石、人工合成材料等,成本高,而且水生植物、微生物等不能迅速恢复,河床微生态系统修复缓慢,水体脆弱而易受污染。因此,如何有效控制河湖底泥带来的内源污染,抑制沉积污染物的释放,修复受损的河床微生态系统成为当前的一大研究热点。A large amount of organic matter, nitrogen, phosphorus, heavy metals and other pollutants are deposited in the sediment of rivers, rivers, lakes, reservoirs and other water bodies. These pollutants will be released from the sediment into the water body under certain conditions, polluting the water quality and causing endogenous pollution. . At present, domestic control measures for endogenous sediment pollution mainly include sediment dredging, sediment oxidation, and sediment covering. Sediment dredging is a relatively mature and simple measure, which can quickly eliminate sediment and reduce pollutants, but the disturbance caused by sediment dredging will accelerate the secondary release of sedimentary pollutants such as nitrogen and phosphorus, and the dredging process will also take away The plants and microorganisms at the bottom of the riverbed have seriously damaged the micro-ecological system of the riverbed; the oxidation of the sediment is likely to cause secondary pollution due to the introduction of chemical agents; sand, stone, artificial synthetic materials, etc. Microorganisms cannot recover quickly, the micro-ecosystem of the riverbed is restored slowly, and the water body is fragile and easily polluted. Therefore, how to effectively control the endogenous pollution brought by river and lake sediments, inhibit the release of sediment pollutants, and restore the damaged riverbed micro-ecosystem has become a major research hotspot at present.

发明内容Contents of the invention

本发明所要解决的技术问题是克服传统硬质护岸在景观和生态方面的缺陷以及河湖底泥污染物控制和河床修复技术存在的不足,提出一种对护岸和河底进行生态化改造的生态修复型预制混凝土板及改造方法,解决传统硬质护岸带来的生物多样性减少、生态系统破坏等问题,有效抑制河湖底泥内源污染,快速修复因底泥疏浚和底泥覆盖而受损的河床微生态系统,创造出一种良好的自然生态模拟环境,促进生态系统的良性循环,创造保障水环境的一道亮丽风景线。The technical problem to be solved by this invention is to overcome the defects of traditional hard revetments in terms of landscape and ecology as well as the deficiencies in river and lake sediment pollutant control and river bed restoration technology, and propose an ecological restoration for ecological transformation of revetments and river bottoms Type prefabricated concrete slabs and transformation methods can solve the problems of biodiversity reduction and ecosystem damage caused by traditional hard bank revetments, effectively inhibit the endogenous pollution of river and lake sediments, and quickly repair the damaged areas due to sediment dredging and sediment coverage. The riverbed micro-ecosystem creates a good natural ecological simulation environment, promotes the virtuous cycle of the ecosystem, and creates a beautiful landscape that protects the water environment.

为解决上述技术问题,本发明的技术方案是:In order to solve the problems of the technologies described above, the technical solution of the present invention is:

一种生态修复型预制混凝土板,由混凝土预制而成,其特征在于:所述混凝土组成为:An ecological restoration type prefabricated concrete slab, which is prefabricated by concrete, is characterized in that: the concrete consists of:

多孔性骨料:400~700kg/m3Porous aggregate: 400~700kg/m 3 ;

低碱性胶结料:200~250kg/m3Low alkaline cementing material: 200~250kg/m 3 ;

颗粒状修复剂:40~60kg/m3Granular restorative agent: 40~60kg/m 3 ;

高效添加剂:3~7kg/m3High-efficiency additive: 3~7kg/m 3 ;

水:50~90kg/m3Water: 50-90kg/m 3 .

在混凝土板内部设置有槽口,在槽口内填充吸附填料板,填料选用廉价易得的矿物吸附剂,通过实验优选出四种不同的吸附剂并确定其组分比例,以发挥最佳吸附效果,填料的组分体积比为沸石:膨胀珍珠岩:硅藻土:膨润土=5:2:2:1。There is a notch inside the concrete slab, and the adsorption packing plate is filled in the notch. The filler is a cheap and easy-to-obtain mineral adsorbent. Four different adsorbents are selected through experiments and their component ratios are determined to exert the best adsorption effect. , The volume ratio of the filler components is zeolite: expanded perlite: diatomaceous earth: bentonite = 5:2:2:1.

所述预制混凝土板的尺寸可根据工程实际进行设计,本例为60cm×30cm×12cm,在混凝土板内部的槽口为矩形,矩形槽口长度为10~15cm,宽度为3~4cm,填料板装入矩形槽口后上下两端用木楔卡住。The size of the prefabricated concrete slab can be designed according to the actual project. In this example, it is 60cm×30cm×12cm. The notch inside the concrete slab is rectangular, the length of the rectangular notch is 10-15cm, and the width is 3-4cm. After being installed in the rectangular notch, the upper and lower ends are stuck with wooden wedges.

所述的多孔性骨料为烧制的轻质陶粒,级配为10~20mm、20~25mm两种单一粒径或复配。The porous aggregate is calcined lightweight ceramsite, and its gradation is 10-20mm, 20-25mm, two kinds of single particle size or composite.

所述的低碱性胶结料为硫铝酸盐水泥,其水化浆体的pH值为8~10。The low-alkaline cementing material is sulphoaluminate cement, and the pH value of its hydrated slurry is 8-10.

所述的颗粒状修复剂是由体积分数占60%~70%的沸石颗粒和30%~40%的膨胀珍珠岩颗粒组成。The granular restorative agent is composed of 60%-70% of zeolite particles and 30%-40% of expanded perlite particles.

所述的高效添加剂的质量百分比组成为40%~70%的聚羧酸盐高性能减水组分、20%~40%的三异丙醇胺增强组分以及10%~20%的EVA乳液增稠组分。The mass percent composition of the high-efficiency additive is 40% to 70% of polycarboxylate high-performance water-reducing component, 20% to 40% of triisopropanolamine reinforcing component and 10% to 20% of EVA emulsion Thickening component.

一种采用生态修复型预制混凝土板来改造硬质护岸的方法,其特征在于,步骤如下:A method for transforming a hard revetment by adopting an ecologically restored prefabricated concrete slab, characterized in that the steps are as follows:

步骤一、预制所述生态修复型混凝土板,并在所述预制混凝土板内预留矩形槽口,该矩形孔洞的体积约占混凝土板体积的8%~17%,混凝土板经养护后在其空隙内灌注植物种植基并布置一层防蚀土工布;Step 1. Prefabricate the ecologically restored concrete slab, and reserve a rectangular notch in the prefabricated concrete slab. The volume of the rectangular hole accounts for about 8% to 17% of the volume of the concrete slab. The plant planting base is poured into the gap and a layer of anti-corrosion geotextile is arranged;

步骤二、将沸石、膨胀珍珠岩、硅藻土和膨润土按照5:2:2:1的体积比拌合后压缩成填料板,填料板的大小以轻松放入预留孔洞内为宜,填料板放入孔洞后使用木楔卡住上下两个槽口以方便更换;Step 2. Mix zeolite, expanded perlite, diatomaceous earth and bentonite according to the volume ratio of 5:2:2:1 and compress them into a packing plate. The size of the packing plate should be easily placed in the reserved hole. After the board is put into the hole, use a wooden wedge to clamp the upper and lower notches for easy replacement;

步骤三、待植物生根固土后,运至施工现场,利用预留的两个安装孔悬挂于原有硬质护岸上。Step 3: After the plants take root and fix the soil, transport them to the construction site and hang them on the original hard revetment using the two reserved installation holes.

一种采用生态修复型预制混凝土板来修复河床基底的方法,其特征在于,步骤如下:A method for repairing a river bed base by adopting an ecologically restored prefabricated concrete slab, characterized in that the steps are as follows:

步骤一、预制所述生态修复型混凝土板,并在所述预制混凝土板内预留矩形槽口,该矩形孔洞的体积约占混凝土板体积的8%~17%,混凝土板经养护后在其空隙内灌注植物种植基,并布置一层防蚀土工布;Step 1. Prefabricate the ecologically restored concrete slab, and reserve a rectangular notch in the prefabricated concrete slab. The volume of the rectangular hole accounts for about 8% to 17% of the volume of the concrete slab. Plant planting base is poured into the gap, and a layer of anti-corrosion geotextile is arranged;

步骤二、将沸石、膨胀珍珠岩、硅藻土和膨润土按照5:2:2:1的体积比拌合后压缩成填料板,填料板的大小以轻松放入预留孔洞内为宜,填料板放入孔洞后使用木楔卡住上下两个槽口以方便更换;Step 2. Mix zeolite, expanded perlite, diatomaceous earth and bentonite according to the volume ratio of 5:2:2:1 and compress them into a packing plate. The size of the packing plate should be easily placed in the reserved hole. After the board is put into the hole, use a wooden wedge to clamp the upper and lower notches for easy replacement;

步骤三、待植物生根固土后,运至施工现场,使用刷防锈漆后的铁丝通过安装孔洞将各块混凝土板连接到一起后直接铺设于河床底部。Step 3. After the plants take root and fix the soil, transport them to the construction site. Use the iron wire painted with anti-rust paint to connect the concrete slabs together through the installation holes and lay them directly on the bottom of the river bed.

本发明混凝土板是以多孔性骨料、低碱性胶结料、颗粒状修复剂、高效添加剂和水为原料,采用科学配比制成的透水混凝土预制结构。其每立方米质量组成为:多孔性骨料:400~700kg/m3;低碱性胶结料:200~250kg/m3;颗粒状修复剂:40~60kg/m3;高效添加剂:3~7kg/m3;水:50~90kg/m3。该配比通过大量实验确定,既可保证混凝土板孔隙率达到20%~30%,具有良好的透水透气性,适宜植物生长,又可保证新拌混凝土具有良好的和易性,混凝土凝结硬化后具有良好的抗压强度,可承受水浪的长期冲击和侵蚀。The concrete slab of the invention is a permeable concrete prefabricated structure made of porous aggregate, low-alkaline cementing material, granular repair agent, high-efficiency additive and water, and adopts scientific proportioning. Its mass composition per cubic meter is: porous aggregate: 400-700kg/m 3 ; low-alkaline cementing material: 200-250kg/m 3 ; granular restoration agent: 40-60kg/m 3 ; high-efficiency additives: 3- 7kg/m 3 ; water: 50-90kg/m 3 . The ratio is determined through a large number of experiments, which can not only ensure that the porosity of the concrete slab reaches 20% to 30%, has good water permeability and air permeability, is suitable for plant growth, but also ensures that the freshly mixed concrete has good workability. It has good compressive strength and can withstand the long-term impact and erosion of water waves.

选用的多孔骨料为烧制的轻质陶粒,外表坚硬,内部有许多微孔,吸附能力强。骨料粒径为10~20mm、20~25mm的两种间断级配单独使用或复配使用,选用较大的骨料粒径且不使用细骨料,可保证混凝土板孔隙率较大,满足20%~30%的要求。陶粒密度小,制成的多孔混凝土容重仅为普通砂石混凝土的一半,以60cm×30cm×12cm尺寸预制的混凝土板重量为20kg左右,混凝土板悬挂于护岸上不会产生过大的荷载,保证护岸结构稳定;铺设于河床底部并相互连接后也较为稳定,不易因水流冲力而移动。The porous aggregate used is fired lightweight ceramsite, which is hard on the outside, has many micropores inside, and has strong adsorption capacity. The two discontinuous gradations with aggregate particle size of 10-20mm and 20-25mm are used alone or in combination. The larger aggregate particle size is selected without using fine aggregate, which can ensure the large porosity of the concrete slab and meet the 20% to 30% requirement. The density of ceramsite is small, and the bulk density of the porous concrete made is only half of that of ordinary sandstone concrete. The weight of the prefabricated concrete slab with the size of 60cm×30cm×12cm is about 20kg. The concrete slab is suspended on the revetment without excessive load. Ensure the stability of the revetment structure; it is relatively stable after being laid on the bottom of the river bed and connected to each other, and it is not easy to move due to the force of the water flow.

选用的低碱性胶结料为硫铝酸盐水泥,其水化浆体的pH值为8~10。因为通常土壤的PH值在3.15~9.15之间,普通混凝土内部由于氢氧化钙晶体的存在而呈碱性,其pH值在12~13之间,浸泡水中后会有Ca2+、OH-离子溶出,水体pH值增加,不利于动植物、微生物的生存,所以要尽量降低混凝土碱度,故选用低碱性胶结料。The selected low-alkaline cement is sulphoaluminate cement, and the pH value of its hydrated slurry is 8-10. Because the pH value of the soil is usually between 3.15 and 9.15, the interior of ordinary concrete is alkaline due to the presence of calcium hydroxide crystals, and its pH value is between 12 and 13. After soaking in water, there will be Ca 2+ , OH - ions Dissolution increases the pH value of the water body, which is not conducive to the survival of animals, plants, and microorganisms. Therefore, the alkalinity of concrete should be reduced as much as possible, so low-alkaline cementing materials should be selected.

选用的颗粒状修复剂是由体积分数占60%~70%的沸石颗粒和30%~40%的膨胀珍珠岩颗粒组成。通过加入颗粒状修复剂,首先其颗粒状结构可改善新拌混凝土的和易性,而在混凝土凝结硬化后,修复剂表面布满各种大小的空隙和孔洞,提供了微生物富集、繁殖的载体,形成一层生物膜,而实验确定的最佳组分体积比,可充分发挥沸石颗粒和膨胀珍珠岩颗粒对水中有机质、氮磷营养盐的吸附性能,吸附后的污染物质可通过附着于混凝土表面的生物膜的代谢作用得以去除,从而原位恢复修复剂的吸附性能,保证长期效果。The selected granular restorative agent is composed of 60%-70% zeolite particles and 30%-40% expanded perlite particles. By adding granular repairing agent, its granular structure can improve the workability of fresh concrete first, and after the concrete sets and hardens, the surface of the repairing agent is covered with gaps and holes of various sizes, providing a place for microbial enrichment and reproduction. The carrier forms a layer of biofilm, and the optimal component volume ratio determined by the experiment can give full play to the adsorption performance of zeolite particles and expanded perlite particles on organic matter and nitrogen and phosphorus nutrients in water, and the pollutants after adsorption can be attached to The metabolism of the biofilm on the concrete surface is removed, thereby restoring the adsorption performance of the restoration agent in situ and ensuring long-term effects.

选用的高效添加剂是质量百分比组成为40%~70%的聚羧酸盐高性能减水组分、20%~40%的三异丙醇胺增强组分以及10%~20%的EVA乳液增稠组分。通过该比例添加高效添加剂,有效改善了新拌混凝土的流动性、保水性和粘聚性,混凝土凝结硬化后,经试验证明,可在水中浸泡一年后无明显松散、破坏现象发生,可适应该混凝土板的使用环境。The high-efficiency additives selected are polycarboxylate high-performance water-reducing components with a composition of 40% to 70% by mass, 20% to 40% triisopropanolamine reinforcing components, and 10% to 20% EVA emulsion enhancers. Thick components. Adding high-efficiency additives through this ratio can effectively improve the fluidity, water retention and cohesion of freshly mixed concrete. After the concrete is set and hardened, it has been proved by experiments that it can be soaked in water for one year without obvious loosening and damage. The environment in which the concrete slab will be used.

预制混凝土板尺寸为60cm×30cm×12cm,在混凝土板内部还设置有矩形槽口,矩形槽口长度为10~15cm,宽度为3~4cm,孔洞内填充吸附填料板,填料选用廉价易得的矿物吸附剂,通过实验优选出四种不同的吸附剂并确定其组分比例,以发挥最佳吸附效果,填料的组分体积比为沸石:膨胀珍珠岩:硅藻土:膨润土=5:2:2:1,填料板装入槽口后上下两端用木楔卡住。混凝土板中间的填料层可强化对水流的过滤、吸附作用,吸附后的有机物、氮磷污染物及重金属等在绿色植物的吸收、转移和根区微生物的降解、代谢作用下从水中去除,实现吸附剂原位再生,原位恢复吸附容量,达到长期持续的生态净水效果。The size of the prefabricated concrete slab is 60cm×30cm×12cm. There is also a rectangular notch inside the concrete slab. The length of the rectangular notch is 10-15cm and the width is 3-4cm. Mineral adsorbent, four different adsorbents are selected through experiments and their component ratios are determined to achieve the best adsorption effect. The volume ratio of filler components is zeolite: expanded perlite: diatomite: bentonite = 5:2 :2:1, the upper and lower ends of the filler plate are clamped with wooden wedges after they are installed in the notch. The filler layer in the middle of the concrete slab can strengthen the filtration and adsorption of water flow, and the adsorbed organic matter, nitrogen and phosphorus pollutants and heavy metals are removed from the water under the absorption and transfer of green plants and the degradation and metabolism of microorganisms in the root zone. The adsorbent is regenerated in situ, and the adsorption capacity is restored in situ, achieving long-term sustainable ecological water purification effect.

混凝土板内部空隙中灌注植物种植基后覆盖一层防蚀土工布,减小水流对植物及土壤的侵蚀破坏影响。根据混凝土板安装位置合理配置不同种类的本土植物,以适应水位变化及季节变换的影响。植物不仅起到固土加筋作用,同时可有效吸收利用水中营养物质,减轻富营养化;绿色植物还能通过光合作用,改善水体溶氧状态。A layer of anti-erosion geotextile is covered after the planting base is poured into the void inside the concrete slab to reduce the impact of water flow on plants and soil erosion and damage. Different types of native plants are rationally arranged according to the installation position of the concrete slab to adapt to the influence of water level changes and seasonal changes. Plants can not only strengthen the soil, but also effectively absorb and utilize nutrients in the water to reduce eutrophication; green plants can also improve the dissolved oxygen status of the water body through photosynthesis.

有益效果:Beneficial effect:

1、采用生态修复型混凝土板悬挂于原有硬质护岸或铺设于河床底部的生态化改造方法,可直接在原有硬质护岸和河底施工,最大程度上保护了原有结构,节约资源,投资少,同时克服了混凝土水下施工的困难,改造施工期短,见效快,施工完毕后即可产生水质净化功能和生态景观效果。1. The ecological renovation method of ecological restoration concrete slabs suspended on the original hard revetment or laid on the bottom of the river bed can be directly constructed on the original hard revetment and river bottom, which protects the original structure to the greatest extent and saves resources. The investment is small, and at the same time, the difficulty of concrete underwater construction is overcome. The reconstruction construction period is short and the effect is quick. After the construction is completed, the water purification function and ecological landscape effect can be produced.

2、混凝土板表面布满各种大小的空隙和孔洞,内部还填充有矿物吸附剂,可充分发挥空隙和吸附剂的吸附效应,吸附水中的有机质、磷酸盐、硝酸盐、重金属等污染物质,然后通过附着于混凝土板表面的生物膜、植物根区微生物、水生动物和植物的共同作用得以去除,实现吸附剂原位再生,可原位恢复吸附容量,提高水体自净能力,达到长期持续的水质净化效果。2. The surface of the concrete slab is covered with voids and holes of various sizes, and the interior is also filled with mineral adsorbents, which can give full play to the adsorption effect of the voids and adsorbents, and adsorb organic matter, phosphate, nitrate, heavy metals and other pollutants in the water. Then, the biofilm attached to the surface of the concrete slab, the microorganisms in the plant root zone, aquatic animals and plants can be removed to achieve in-situ regeneration of the adsorbent, restore the adsorption capacity in situ, improve the self-purification ability of the water body, and achieve long-term sustainable water quality Purifying effect.

3、混凝土板的多孔结构还可吸附、截留水中的固体悬浮物(SS)和藻类,而在混凝土板空隙内栖息、繁殖的水生生物,尤其是浮游动物可吞噬、滤食SS和藻类,净化水质,防止水藻的爆发;混凝土板上培育的绿色植物可充分吸收、利用水中的氮、磷营养盐,抑制蓝藻生长,减轻水体富营养化。3. The porous structure of the concrete slab can also absorb and retain suspended solids (SS) and algae in the water, and aquatic organisms that inhabit and reproduce in the voids of the concrete slab, especially zooplankton, can swallow and filter-feed SS and algae, purify Water quality can prevent the outbreak of algae; green plants cultivated on concrete slabs can fully absorb and utilize nitrogen and phosphorus nutrients in the water, inhibit the growth of blue-green algae, and reduce water eutrophication.

4、混凝土板的多孔结构为微生物的富集、植物的生长、水生动物的栖息提供载体和空间,微型生物群落能在较短时间内达到物种平衡,构建完整的微生态系统,可迅速修复和完善受损的河渠生态系统,提高生物多样性。4. The porous structure of the concrete slab provides a carrier and space for the enrichment of microorganisms, the growth of plants, and the habitat of aquatic animals. The micro-biological community can reach species balance in a short period of time, and a complete micro-ecosystem can be constructed, which can be quickly restored and maintained. Improve the damaged canal ecosystem and increase biodiversity.

5、该混凝土板可安装于硬化的河湖护岸和清淤后硬化的河床底部,快速修复护岸和河床基底的生物栖息环境,修复受损的水生生态系统。5. The concrete slab can be installed on the hardened revetment of rivers and lakes and the bottom of the hardened river bed after dredging, quickly repairing the biological habitat of the revetment and the base of the river bed, and repairing the damaged aquatic ecosystem.

6、针对底泥层较深的河床,很难直接在河床底部培育水生植物,此时可直接在河底铺设该混凝土板,快速恢复河底水生植物,改善河底生物栖息环境,而且可抑制底泥污染物的释放,减轻内源污染;针对刚清淤后的河床,可在清淤后覆盖混凝土板,抑制因清淤扰动产生的底泥中氮、磷的二次释放污染,同时也可快速修复受损的河床基底生态系统,净化河流水体。6. For riverbeds with deep bottom mud layers, it is difficult to directly cultivate aquatic plants at the bottom of the riverbed. At this time, the concrete slab can be directly laid on the river bottom to quickly restore riverbed aquatic plants, improve the habitat of riverbed organisms, and inhibit The release of sediment pollutants can reduce endogenous pollution; for the riverbed just after dredging, concrete slabs can be covered after dredging to inhibit the secondary pollution of nitrogen and phosphorus in the sediment caused by dredging disturbance, and also It can quickly restore the damaged river bed base ecosystem and purify the river water.

以上所述,只是对本发明的简单说明,而不是对本发明的限制,任何不超出本发明的发明创造,均落入本发明的保护范围内。The above description is only a brief description of the present invention, rather than a limitation of the present invention. Any inventions that do not exceed the scope of the present invention fall within the scope of protection of the present invention.

附图说明Description of drawings

图1是本发明用于硬质护岸的改造示意图,其中(a)为主视图,(b)为俯视图。Fig. 1 is a schematic diagram of the transformation of the present invention for hard revetment, wherein (a) is a front view, and (b) is a top view.

图2是本发明用于河床基底的修复改造示意图(俯视图);Fig. 2 is a schematic diagram (top view) of the present invention for repairing and transforming the river bed base;

图3是生态修复型预制混凝土板的结构示意图。Fig. 3 is a structural schematic diagram of an ecologically restored prefabricated concrete slab.

其中:1、预制混凝土板,2、槽口,3、植物层,4、安装孔,5、原有硬质护岸,6、河床基底,7、水位线。Among them: 1. Prefabricated concrete slab, 2. Notch, 3. Plant layer, 4. Installation hole, 5. Original hard revetment, 6. River bed base, 7. Water level line.

具体实施方式detailed description

下面结合附图,对本发明作详细说明:Below in conjunction with accompanying drawing, the present invention is described in detail:

如图1所示,为本发明用于硬质护岸的改造示意图,图2为本发明用于河床基底的修复改造示意图,本发明改造方法是将预制混凝土板1通过预留的安装孔4悬挂于原有的硬质护岸5上,或是将预制混凝土板1通过预留的安装孔4相互连接后铺设于河床基底6上。其中预制混凝土板采用多孔性骨料、低碱性胶结料、颗粒状修复剂、高效添加剂以及水为原料预制加工而成。As shown in Figure 1, it is a schematic diagram of the transformation of the present invention for hard revetment, and Figure 2 is a schematic diagram of the restoration and transformation of the riverbed base of the present invention, and the transformation method of the present invention is to hang the prefabricated concrete slab 1 through the reserved installation hole 4 On the original hard revetment 5, or the prefabricated concrete slabs 1 are connected to each other through the reserved installation holes 4 and then laid on the riverbed base 6. Among them, the prefabricated concrete slab is prefabricated and processed by using porous aggregate, low-alkaline cementing material, granular repair agent, high-efficiency additive and water as raw materials.

实施例一Embodiment one

轻质透水混凝土的每立方米质量组成为:The mass composition per cubic meter of lightweight permeable concrete is:

淤泥基陶粒:470kg/m3Silt-based ceramsite: 470kg/m 3 ;

硫铝酸盐水泥:230kg/m3Sulphoaluminate cement: 230kg/m 3 ;

颗粒状修复剂:40kg/m3Granular restoration agent: 40kg/m 3 ;

高效添加剂:3.5kg/m3Efficient additive: 3.5kg/m 3 ;

水:90kg/m3Water: 90kg/m 3 ,

其中,淤泥基陶粒粒径为10~20mm,其性能参数如表1所示;胶结料为硫铝酸盐水泥;高效添加剂的质量百分比组成为45%的聚羧酸盐高性能减水组分、40%的三异丙醇胺增强组分以及15%的EVA乳液增稠组分;修复剂是由体积分数(堆积状态下)占60%的沸石颗粒和40%的膨胀珍珠岩颗粒组成。Among them, the particle size of silt-based ceramsite is 10-20mm, and its performance parameters are shown in Table 1; the cement is sulphoaluminate cement; the mass percentage of high-efficiency additives is 45% polycarboxylate high-performance water-reducing 40% triisopropanolamine strengthening component and 15% EVA emulsion thickening component; the repairing agent is composed of 60% zeolite particles and 40% expanded perlite particles by volume fraction (in the stacked state) .

预制混凝土板模具:模具内部尺寸为60cm×30cm×12cm,模具中间有60cm×10cm×3cm的矩形模板用以预留放置填料板的槽口2,模板两侧2cm处是PVC管插口用以预留安装孔4,插口距模具的一侧宽边20cm。模具制作完成后制备混凝土板1,步骤如下:1)将模具刷油,同时将两根30cm长PVC管插入插口;2)将上述组分中的水泥、添加剂和水搅拌1.5min后加入预湿24h并晾干的陶粒和颗粒修复剂,继续搅拌2min,制备成轻质混凝土;3)将混凝土浇入模具中,分三层浇筑,每层浇筑压实后摊铺一层网孔1.2cm、丝径0.3mm的镀锌钢丝网,第一层垫铺钢丝网后在两根PVC管中间靠宽边的地方绑扎一根6mm直径的镀锌钢筋用以分散挂力;4)挂板养护7d后在混凝土内部空隙中灌注植物种植基,并在表面覆盖一层防蚀土工布;5)将沸石、膨胀珍珠岩、硅藻土和膨润土按体积比5:2:2:1拌合均匀后压实成55cm×9.5cm×2.5cm的填料板;6)植物生根固土后将填料板放入槽口2中并用木楔卡住,此时混凝土板即可用于河道护岸和河床底部改造。混凝土板的性能见表2。Prefabricated concrete slab mold: the internal size of the mold is 60cm×30cm×12cm, there is a 60cm×10cm×3cm rectangular formwork in the middle of the mold to reserve the slot 2 for placing the filler plate, and the 2cm on both sides of the formwork are PVC pipe sockets for prefabricated Leave the installation hole 4, and the socket is 20cm away from one side of the mould. After the mold is made, prepare the concrete slab 1. The steps are as follows: 1) Brush the mold with oil, and insert two 30cm long PVC pipes into the socket; 2) Stir the cement, additives and water in the above components for 1.5 minutes and then add pre-wet The ceramsite and granule repair agent that have been dried for 24 hours, continue to stir for 2 minutes, and prepare lightweight concrete; 3) Pour the concrete into the mold, pour in three layers, and spread a layer of 1.2cm mesh after pouring and compacting each layer 1. Galvanized steel wire mesh with a wire diameter of 0.3mm. After laying the steel mesh on the first layer, tie a galvanized steel bar with a diameter of 6mm in the middle of the two PVC pipes near the wide side to disperse the hanging force; 4) Hanging board maintenance After 7 days, pour the planting base into the void inside the concrete, and cover the surface with a layer of anti-corrosion geotextile; 5) Mix zeolite, expanded perlite, diatomite and bentonite evenly in a volume ratio of 5:2:2:1 Then compact it into a packing board of 55cm×9.5cm×2.5cm; 6) After the plants take root and fix the soil, put the packing board into the notch 2 and clamp it with wooden wedges. . The performance of the concrete slab is shown in Table 2.

表1淤泥基陶粒的性能参数Table 1 Performance parameters of silt-based ceramsite

表2实施例一混凝土板性能Table 2 embodiment one concrete slab performance

实施例二Embodiment two

轻质透水混凝土的每立方米质量组成为:The mass composition per cubic meter of lightweight permeable concrete is:

淤泥陶粒:440kg/m3Silt ceramsite: 440kg/m 3 ;

硫铝酸盐水泥:200kg/m3Sulphoaluminate cement: 200kg/m 3 ;

颗粒状修复剂:60kg/m3Granular restoration agent: 60kg/m 3 ;

高效添加剂:7kg/m3Efficient additive: 7kg/m 3 ;

水:50kg/m3Water: 50kg/m 3 ,

其中,淤泥陶粒为表1中两种不同粒径陶粒按1:1复掺而成;胶结料为硫铝酸盐水泥;高效添加剂的质量百分比组成为70%的聚羧酸盐高性能减水组分、20%的三异丙醇胺增强组分以及10%的EVA乳液增稠组分;修复剂是由体积分数占65%的沸石颗粒和35%的膨胀珍珠岩颗粒组成。Among them, the silt ceramsite is formed by compounding two kinds of ceramsite with different particle sizes in Table 1 according to 1:1; the cement is sulphoaluminate cement; Water-reducing component, 20% triisopropanolamine reinforcing component and 10% EVA emulsion thickening component; the repairing agent is composed of 65% zeolite particles and 35% expanded perlite particles.

预制混凝土板模具:模具内部尺寸为60cm×30cm×12cm,模具中间有60cm×10cm×3cm的矩形模板用以预留放置填料板的槽口2,模板两侧2cm处是PVC管插口用以预留安装孔4,插口距模具的一侧宽边20cm。模具制作完成后制备混凝土板1,步骤如下:1)将模具刷油,同时将两根30cm长PVC管插入插口;2)将上述组分中的水泥、添加剂和水搅拌1.5min后加入预湿24h并晾干的陶粒和颗粒修复剂,继续搅拌2min,制备成轻质混凝土;3)将混凝土浇入模具中,分三层浇筑,每层浇筑压实后摊铺一层网孔1.2cm、丝径0.3mm的镀锌钢丝网,第一层垫铺钢丝网后在两根PVC管中间靠宽边的地方绑扎一根6mm直径的镀锌钢筋用以分散挂力;4)挂板养护7d后在混凝土内部空隙中灌注植物种植基,并在表面覆盖一层防蚀土工布;5)将沸石、膨胀珍珠岩、硅藻土和膨润土按体积比5:2:2:1拌合均匀后压实成55cm×9.5cm×2.5cm的填料板;6)植物生根固土后将填料板放入槽口2中并用木楔卡住,此时混凝土板即可用于河道护岸和河床底部改造。混凝土板的性能见表3。Prefabricated concrete slab mold: the internal size of the mold is 60cm×30cm×12cm, there is a 60cm×10cm×3cm rectangular formwork in the middle of the mold to reserve the slot 2 for placing the filler plate, and the 2cm on both sides of the formwork are PVC pipe sockets for prefabricated Leave the installation hole 4, and the socket is 20cm away from one side of the mould. After the mold is made, prepare the concrete slab 1. The steps are as follows: 1) Brush the mold with oil, and insert two 30cm long PVC pipes into the socket; 2) Stir the cement, additives and water in the above components for 1.5 minutes and then add pre-wet The ceramsite and granule repair agent that have been dried for 24 hours, continue to stir for 2 minutes, and prepare lightweight concrete; 3) Pour the concrete into the mold, pour in three layers, and spread a layer of 1.2cm mesh after pouring and compacting each layer 1. Galvanized steel wire mesh with a wire diameter of 0.3mm. After laying the steel mesh on the first layer, tie a galvanized steel bar with a diameter of 6mm in the middle of the two PVC pipes near the wide side to disperse the hanging force; 4) Hanging board maintenance After 7 days, pour the planting base into the void inside the concrete, and cover the surface with a layer of anti-corrosion geotextile; 5) Mix zeolite, expanded perlite, diatomite and bentonite evenly in a volume ratio of 5:2:2:1 Then compact it into a packing board of 55cm×9.5cm×2.5cm; 6) After the plants take root and fix the soil, put the packing board into the notch 2 and clamp it with wooden wedges. . The performance of the concrete slab is shown in Table 3.

表3实施例二混凝土板性能Table 3 embodiment two concrete slab performance

实施例三Embodiment three

轻质透水混凝土的每立方米质量组成为:The mass composition per cubic meter of lightweight permeable concrete is:

淤泥陶粒:470kg/m3Silt ceramsite: 470kg/m 3 ;

硫铝酸盐水泥:250kg/m3Sulphoaluminate cement: 250kg/m 3 ;

颗粒状修复剂:60kg/m3Granular restoration agent: 60kg/m 3 ;

高效添加剂:5.5kg/m3Efficient additive: 5.5kg/m 3 ;

水:70kg/m3Water: 70kg/m 3 ,

其中,淤泥陶粒粒径为20~25mm,性能如表1所示;胶结料为硫铝酸盐水泥;高效添加剂的质量百分比组成为50%的聚羧酸盐高性能减水组分、30%的三异丙醇胺增强组分以及20%的EVA乳液增稠组分;修复剂是由体积分数占70%的沸石颗粒和30%的膨胀珍珠岩颗粒组成。Among them, the particle size of silt ceramsite is 20-25mm, and its properties are shown in Table 1; the cement is sulphoaluminate cement; % triisopropanolamine reinforcing component and 20% EVA emulsion thickening component; the repairing agent is composed of 70% zeolite particles and 30% expanded perlite particles.

预制混凝土板模具:模具内部尺寸为60cm×30cm×12cm,模具中间有60cm×10cm×3cm的矩形模板用以预留放置填料板的槽口2,模板两侧2cm处是PVC管插口用以预留安装孔4,插口距模具的一侧宽边20cm。模具制作完成后制备混凝土板1,步骤如下:1)将模具刷油,同时将两根30cm长PVC管插入插口;2)将上述组分中的水泥、添加剂和水搅拌1.5min后加入预湿24h并晾干的陶粒和颗粒修复剂,继续搅拌2min,制备成轻质混凝土;3)将混凝土浇入模具中,分三层浇筑,每层浇筑压实后摊铺一层网孔1.2cm、丝径0.3mm的镀锌钢丝网,第一层垫铺钢丝网后在两根PVC管中间靠宽边的地方绑扎一根6mm直径的镀锌钢筋用以分散挂力;4)挂板养护7d后在混凝土内部空隙中灌注植物种植基,并在表面覆盖一层防蚀土工布;5)将沸石、膨胀珍珠岩、硅藻土和膨润土按体积比5:2:2:1拌合均匀后压实成55cm×9.5cm×2.5cm的填料板;6)植物生根固土后将填料板放入槽口2中并用木楔卡住,此时混凝土板即可用于河道护岸改造。混凝土板的性能见表4。Prefabricated concrete slab mold: the internal size of the mold is 60cm×30cm×12cm, there is a 60cm×10cm×3cm rectangular formwork in the middle of the mold to reserve the slot 2 for placing the filler plate, and the 2cm on both sides of the formwork are PVC pipe sockets for prefabricated Leave the installation hole 4, and the socket is 20cm away from one side of the mould. After the mold is made, prepare the concrete slab 1. The steps are as follows: 1) Brush the mold with oil, and insert two 30cm long PVC pipes into the socket; 2) Stir the cement, additives and water in the above components for 1.5 minutes and then add pre-wet The ceramsite and granule repair agent that have been dried for 24 hours, continue to stir for 2 minutes, and prepare lightweight concrete; 3) Pour the concrete into the mold, pour in three layers, and spread a layer of 1.2cm mesh after pouring and compacting each layer 1. Galvanized steel wire mesh with a wire diameter of 0.3mm. After laying the steel mesh on the first layer, tie a galvanized steel bar with a diameter of 6mm in the middle of the two PVC pipes near the wide side to disperse the hanging force; 4) Hanging board maintenance After 7 days, pour the planting base into the void inside the concrete, and cover the surface with a layer of anti-corrosion geotextile; 5) Mix zeolite, expanded perlite, diatomite and bentonite evenly in a volume ratio of 5:2:2:1 Afterwards, it is compacted into a packing plate of 55cm×9.5cm×2.5cm; 6) After the plants take root and fix the soil, put the packing plate into the notch 2 and block it with wooden wedges. At this time, the concrete plate can be used for river revetment reconstruction. The performance of the concrete slab is shown in Table 4.

表4实施例三混凝土板性能Table 4 embodiment three concrete slab properties

Claims (8)

1. an ecological remediation type precast slab, adopts concrete prefabricated forming, it is characterized in that: describedly concretely to consist of:
Porousness aggregate: 400 ~ 700kg/m 3;
Low alkalinity agglutinate: 200 ~ 250kg/m 3;
Particulate state renovation agent: 40 ~ 60kg/m 3;
Efficient additive: 3 ~ 7kg/m 3;
Water: 50 ~ 90kg/m 3;
Described particulate state renovation agent accounts for the zeolite granular of 60% ~ 70% by volume fraction and the expanded perlite granule of 30% ~ 40% forms.
2. ecological remediation type precast slab according to claim 1, it is characterized in that: concrete slab inside is provided with notch, in notch, fill adsorption stuffing plate, the volume components of filler is than being zeolite: pearlstone: diatomite: wilkinite=5:2:2:1.
3. ecological remediation type precast slab according to claim 2, it is characterized in that: described precast slab is of a size of 60cm × 30cm × 12cm, notch in concrete slab inside is rectangle, rectangular groove length is 10 ~ 15cm, width is 3 ~ 4cm, and after filler plate loads rectangular groove, two ends timber wedge blocks up and down.
4. ecological remediation type precast slab according to claim 1 and 2, is characterized in that: described porousness aggregate is the light ceramic fired, and grating is 10 ~ 20mm, 20 ~ 25mm, two kinds of single particle sizes or composite.
5. ecological remediation type precast slab according to claim 1 and 2, is characterized in that: described low alkalinity agglutinate is aluminosulfate cement, and the pH value of its aquation slurry is 8 ~ 10.
6. ecological remediation type precast slab according to claim 1 and 2, is characterized in that: the mass percent of described efficient additive consist of the polycarboxylate high performance diminishing component of 40% ~ 70%, the tri-isopropanolamine enhancement component of 20% ~ 40% and 10% ~ 20% EVA emulsion thickener component.
7. adopt ecological remediation type precast slab according to claim 1 to transform a method for rigidity revetment, it is characterized in that, step is as follows:
Step one, prefabricated described ecological remediation type concrete slab, and rectangular groove is reserved in described precast slab, the volume of this rectangular groove accounts for 8% ~ 17% of concrete slab volume, and concrete slab pours into plant species phytyl after maintenance in its space, and arranges one deck corrosion protection geotextile;
Step 2, zeolite, pearlstone, diatomite and wilkinite are compressed into filler plate according to after the volume ratio mix of 5:2:2:1, the size of filler plate is advisable easily to put into reserved rectangular groove, and after filler plate puts into reserved rectangular groove, upper and lower two ends timber wedge blocks to be convenient for changing;
Step 3, after the solid soil of plant establishment, be transported to working-yard, utilize two reserved open holess to hang on original rigidity revetment.
8. adopt ecological remediation type precast slab according to claim 1 to repair a method for riverbed substrate, it is characterized in that, step is as follows:
Step one, prefabricated described ecological remediation type concrete slab, and rectangular groove is reserved in described precast slab, the volume of this rectangular groove accounts for 8% ~ 17% of concrete slab volume, and concrete slab pours into plant species phytyl after maintenance in its space, and arranges one deck corrosion protection geotextile;
Step 2, zeolite, pearlstone, diatomite and wilkinite are compressed into filler plate according to after the volume ratio mix of 5:2:2:1, the size of filler plate is advisable easily to put into reserved rectangular groove, and after filler plate puts into rectangular groove, upper and lower two ends timber wedge blocks to be convenient for changing;
Step 3, after the solid soil of plant establishment, be transported to working-yard, use antirust steel wire, by open holes, each block concrete plate is connected together rear being directly layed in bottom riverbed.
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