WO2020238716A1 - Method for preparing garden rockery or terrain by using solid waste of buildings regenerated from demolition sites - Google Patents

Method for preparing garden rockery or terrain by using solid waste of buildings regenerated from demolition sites Download PDF

Info

Publication number
WO2020238716A1
WO2020238716A1 PCT/CN2020/091201 CN2020091201W WO2020238716A1 WO 2020238716 A1 WO2020238716 A1 WO 2020238716A1 CN 2020091201 W CN2020091201 W CN 2020091201W WO 2020238716 A1 WO2020238716 A1 WO 2020238716A1
Authority
WO
WIPO (PCT)
Prior art keywords
rockery
terrain
solid waste
mold
nano
Prior art date
Application number
PCT/CN2020/091201
Other languages
French (fr)
Chinese (zh)
Inventor
张青萍
丁明静
刘洋洋
张浪
丁明亮
王文婷
季益文
宋鹏昊
腾吉艳
陈欣
莫纪灿
王喆
Original Assignee
南京林业大学
上海市园林科学规划研究院
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 南京林业大学, 上海市园林科学规划研究院 filed Critical 南京林业大学
Priority to AU2020260393A priority Critical patent/AU2020260393B2/en
Priority to ZA2020/06553A priority patent/ZA202006553B/en
Publication of WO2020238716A1 publication Critical patent/WO2020238716A1/en

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/04Portland cements
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/08Producing shaped prefabricated articles from the material by vibrating or jolting
    • B28B1/093Producing shaped prefabricated articles from the material by vibrating or jolting by means directly acting on the material, e.g. by cores wholly or partly immersed in the material or elements acting on the upper surface of the material
    • B28B1/0935Producing shaped prefabricated articles from the material by vibrating or jolting by means directly acting on the material, e.g. by cores wholly or partly immersed in the material or elements acting on the upper surface of the material using only elements wholly or partly immersed in the material, e.g. cores
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B11/00Apparatus or processes for treating or working the shaped or preshaped articles
    • B28B11/24Apparatus or processes for treating or working the shaped or preshaped articles for curing, setting or hardening
    • B28B11/245Curing concrete articles
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/16Waste materials; Refuse from building or ceramic industry
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/10Coating or impregnating
    • C04B20/1018Coating or impregnating with organic materials
    • C04B20/1029Macromolecular compounds
    • C04B20/1037Macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/28Macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B24/283Polyesters
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00008Obtaining or using nanotechnology related materials
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
    • 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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/58Construction or demolition [C&D] waste
    • 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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Definitions

  • the invention relates to the technical field of rockery or terrain processing, in particular to a method for preparing garden rockery or terrain by using solid waste of buildings in demolished sites to regenerate.
  • Rockery is a mountain built with soil, stone and other materials in the garden for the purpose of landscaping.
  • Rockery has many landscaping functions, such as forming the main landscape or topographical framework of the garden, dividing and organizing the garden space, arranging courtyards, revetments, slope protection, soil retaining, and setting up natural flower stands. It can also be combined with garden buildings, garden roads, sites, and garden plants to form a varied landscape, thereby reducing artificial atmosphere, adding natural interest, and integrating garden buildings into the landscape environment. Therefore, rockery has become one of the characteristics of Chinese natural landscape gardens.
  • plastic stone The advantages of plastic stone are that the shape is random and changeable, the volume can be large or small, the color can be changeable, the weight is light, the stone is saved, and the expense is saved.
  • the modern stone plastic works are especially suitable for restricted construction conditions or load-bearing conditions. Restricted place.
  • the terrain includes mounds, terraces, slopes, flat ground, or artificial terrain with horizontal changes caused by steps and ramps.
  • the undulating terrain of different elevations and levels can create a rich garden landscape effect.
  • the use of solid waste as a topographic filling material supplemented by greening has certain ecological benefits; the effective use of solid waste for topography can also transform transportation and solid waste treatment costs into effective economic benefits.
  • Construction solid waste (waste concrete construction waste and brick-concrete construction waste) accounts for the largest proportion of all types of construction waste in demolition sites, and is currently the main target for the resource disposal and utilization of construction solid waste.
  • waste concrete construction waste and brick-concrete construction waste are mainly processed into recycled coarse aggregates and recycled fine aggregates for the production of concrete, mortar, concrete bricklaying, concrete bricks and inorganic mixtures in road engineering.
  • the amount of solid waste generated in construction is very large, and if it is unreasonably used, it will seriously affect the environment.
  • the processing of rockery or terrain requires a variety of inorganic materials.
  • the present invention provides a method for processing rockery or terrain using construction solid waste as the main material.
  • the present invention provides a method for preparing garden rockery or terrain by using solid waste from demolition sites to regenerate solid waste. Not only does it realize the recycling of solid waste from construction, but also the prepared rockery or terrain is environmentally friendly and has good properties. The appearance quality and quality of use.
  • a method for preparing garden rockery or terrain by using solid waste from the demolished building to be recycled including the following steps:
  • the mold includes an outer mold and an inner mold, and the mold is made according to the established rockery or terrain structure;
  • Construction solid waste crushing The construction solid waste is roughly crushed and finely crushed into powder with a particle size of less than 2mm;
  • the invention utilizes the principle of thermal expansion and contraction and densifies the internal structure of the rockery or terrain through programmed heating and cooling operations, avoiding void structures inside, thereby enhancing the mechanical properties of the rockery, especially compression resistance strength.
  • the construction solid waste is selected from one of waste concrete construction waste and waste brick-concrete construction waste.
  • the nano water-absorbing filler is selected from one of nano calcium carbonate and nano talc.
  • the mass ratio of the construction solid waste powder, polycaprolactone, Portland cement, nano-absorbent filler, naphthalene-based water reducing agent, and aluminate coupling agent is 100-150: 10-30: 25-50: 10-20:1-10:1-10.
  • Polycaprolactone is formed by ring-opening polymerization of ⁇ -caprolactone with a metal organic compound as a catalyst and a dihydroxy or trihydroxy group as an initiator. It is a polymeric polyester; the present invention is achieved by the addition of polycaprolactone Improving the mechanical properties of the prepared rockery or terrain not only realizes the new application of polycaprolactone in the processing of rockery or terrain, but also because polycaprolactone is biodegradable, it will not pollute the environment.
  • the present invention also carries out surface modification on nano-calcium carbonate.
  • the specific technical solutions are as follows:
  • the nano-calcium carbonate is surface-modified, and the modification method is: first add polyglutamic acid to water to prepare a solution, then heat to 60-70°C, keep the temperature and stir, and slowly add nano-calcium carbonate under stirring. After all the nano calcium carbonate is added, continue to keep stirring at 60 ⁇ 70°C for 15-30min, stop heating, after the obtained solution is naturally cooled to room temperature, it is sent to the freeze dryer, the dried solid is crushed and ground into nano powder .
  • the amount ratio of the nano calcium carbonate and polyglutamic acid is 10:0.5-2.
  • polyglutamic acid is used as the surface modification treatment agent of nanometer calcium carbonate, and a novel substance, nanometer calcium carbonate coated with polyglutamic acid on the surface, is prepared through the above modification treatment.
  • a novel substance, nanometer calcium carbonate coated with polyglutamic acid on the surface is prepared through the above modification treatment.
  • Polyglutamic acid also imparts water-locking ability to avoid rapid loss of water absorbed in calcium carbonate due to evaporation in a high-temperature natural environment, thereby facilitating plant cultivation on rockeries or terrain.
  • the present invention uses solid construction waste as the main material, and assists with polycaprolactone and other auxiliary materials to produce rockery through processing, which not only realizes the rational reuse of solid construction waste, but also avoids the environmental disadvantages caused by the waste of construction solid waste.
  • the appearance quality of the rockery produced is good, environmental protection is strong, no harmful substances are generated in the environment during use, and at the same time, it has good compression resistance and strong water retention, which is conducive to the cultivation of green plants on the rockery or terrain. So as to beautify and purify the environment.
  • the solid construction waste in the following examples and comparative examples comes from waste concrete construction solid waste from the same demolished residential building in a certain district in this city; polycaprolactone comes from Hunan Juren Chemical New Material Technology Co., Ltd.; Portland cement 325 Portland cement from Foshan Runhe Building Material Co., Ltd.; naphthalene water reducing agent from Zhengzhou Hongboli Chemical Products Co., Ltd.
  • FDN naphthalene water reducing agent aluminate coupling agent from Zibo Panguang Plastic Co., Ltd.
  • Nano calcium carbonate comes from Qingzhou Yuxin Calcium Industry Co., Ltd., with an average particle size of 100nm
  • Nano talc powder comes from Shanghai Juqian Chemical Co., Ltd., with an average particle size of 100nm
  • Polyglutamic acid comes from Xi'an Baichuan Biotechnology Technology Co., Ltd., with a molecular weight of 2 million.
  • the mold includes an outer mold and an inner mold, and the mold is made according to the established rockery structure;
  • Construction solid waste crushing The construction solid waste is roughly crushed and finely crushed into powder with a particle size of less than 2mm;
  • the mold includes an outer mold and an inner mold, and the mold is made according to the established topographic structure;
  • Construction solid waste crushing The construction solid waste is roughly crushed and finely crushed into powder with a particle size of less than 2mm;
  • Example 1 or 2 Taking Example 1 or 2 as a control, an equivalent amount of nano-talc powder was used to replace nano-calcium carbonate to produce rockery or terrain. The rest of the processing operations were basically the same as those of Example 1 or 2.
  • Example 1 or 2 a rockery or terrain is produced after surface modification of nano calcium carbonate is set, and the rest of the processing operation is basically the same as that of Example 1 or 2.
  • nano-calcium carbonate for rockery first make 1.5kg polyglutamic acid and 5kg water into a solution, then heat to 70°C, keep the temperature and stir, and slowly add 10kg nano-calcium carbonate under stirring, wait for nano-carbonic acid After all the calcium is added, the temperature is kept and stirred for 30 minutes at 70°C, and the heating is stopped. After the obtained solution is naturally cooled to room temperature, it is sent to a freeze dryer. The dried solid is crushed and ground into nano powder with an average particle size of 100 nm.
  • Example 1 a comparative example 1 without structural densification treatment is set.
  • the material after pouring is naturally solidified and molded at a normal temperature of 25° C.
  • the other processing operations are basically the same as those of Example 1.
  • Example 1 Taking Example 1 as a control, a Comparative Example 2 without adding polycaprolactone was set, and the rest of the processing operation was basically the same as that of Example 1.
  • Example 1-4 and Comparative Example 1-2 were used to process rockery, and the water absorption, water retention, and compressive strength of the rockery were measured. The test results are shown in Table 1.
  • Q 2 (W 2 -W 0 )/W 0 ⁇ 100%
  • Q 3 (W 3 -W 0 )/W 0 ⁇ 100%.
  • Compressive strength test method choose the rockery made in Examples 1, 3-4, and the comparative example as test pieces.
  • the test pieces are 30cm in length, 25cm in width and 20cm in height, and then immerse the test pieces in clean water. After 48 hours, take them out and dry them.
  • the surface is placed on the HCT series A type press for strength test, and the applied load rate is kept at 0.25MPa/s.
  • Example 1 Example 3
  • Example 4 Comparative example 1 Comparative example 2 Water absorption rate/% 147 162 183 135 142 Water retention rate/% 36.5 38.0 45.6 24.3 35.8 Compressive strength/MPa 3.50 3.75 3.75 2.75 3.00
  • Example 1 Compared with Example 1, in Example 4, the water absorption rate of the rockery was increased from 147% to 183% and the water retention rate from 36.5% to 45.6% through the surface modification treatment of nano-calcium carbonate; Compared with Comparative Example 1, the compressive strength of the rockery produced in Example 1 was increased from 2.75MPa to 3.50MPa through the structure densification treatment. Compared with the Control Example 2, the compressive strength of the rockery produced in Example 1 was increased by the addition of polycaprolactone. The compressive strength is increased from 3.00MPa to 3.50MPa. As shown in Table 1, Comparative Example 1 without structural densification treatment and Comparative Example 2 without polycaprolactone added, the water absorption, water retention and compressive strength of the prepared rockery are not as good as those of Examples 1 and 3. -4 made rockery.
  • Example 2 Taking Example 2 as a comparison, a comparative example 3 without structural densification treatment was set. The material after pouring was naturally solidified and molded at a normal temperature of 25° C. The other processing operations were basically the same as those of Example 2.
  • Example 2 Take Example 2 as a control, and set up Comparative Example 4 without adding polycaprolactone, and the rest of the processing operations are basically the same as Example 2.
  • Examples 2-4 and Comparative Example 3-4 were used to process the terrain, and the water absorption, water retention, and compressive strength of the terrain were measured. The test results are shown in Table 2.
  • Q 2 (W 2 -W 0 )/W 0 ⁇ 100%
  • Q 3 (W 3 -W 0 )/W 0 ⁇ 100%.
  • Compressive strength test method select the terrain prepared in Example 2-4 and Comparative Example 3-4 as the test piece, the test piece is 30cm long, 25cm wide and 20cm high, and then immersed in clean water. The dry surface is put on the HCT series A-type press for strength test, and the applied load rate is kept at 0.25MPa/s.
  • Example 4 compared with Example 2, the water absorption rate of the rockery was increased from 138% to 173%, and the water retention rate was increased from 35.7% to 42.6% through the surface modification treatment of nano-calcium carbonate; Compared with Comparative Example 3, the compressive strength of the rockery produced in Example 2 was increased from 2.65 MPa to 3.25 MPa through structural densification treatment. Compared with Comparative Example 4, the compressive strength of the rockery produced in Example 2 was increased by the addition of polycaprolactone. The compressive strength is increased from 2.85MPa to 3.25MPa. As shown in Table 2, in Comparative Example 3 without structural densification treatment, and Comparative Example 4 without adding polycaprolactone, the water absorption, water retention and compressive strength of the prepared terrain are not as good as those in Examples 2-4 The terrain made.
  • the method for preparing garden rockery or terrain using solid waste from demolition sites provided by the embodiment of the present invention has certain advantages in use in places with less rainfall due to its strong water retention and pressure resistance performance.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Structural Engineering (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Inorganic Chemistry (AREA)
  • Environmental & Geological Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

A method for preparing rockery or terrain by using the solid waste of buildings regenerated from demolition sites, which relates to the technical field of rockery or terrain processing, the method comprising the following steps: (1) mold making; (2) the crushing of the solid waste of buildings; (3) material mixing; (4) casting; (5) structure densification processing; (6) demolding; and (7) modifying. The method uses the solid waste of buildings as the main materials, and uses auxiliary materials such as polycaprolactone to make rockery or terrain by processing, thereby achieving the reasonable reuse of the solid waste of buildings. In addition, the produced rockery or terrain has good appearance qualities and strong environmental protection, while having good compression resistance and strong water retention, which is conducive to the cultivation of green plants on the rockery or terrain, thereby beautifying and purifying the environment.

Description

一种利用拆迁地建筑固废再生制备园林假山或地形的方法Method for preparing garden rockery or terrain by using solid waste of building in demolished site to be recycled 技术领域Technical field
本发明涉及假山或地形加工技术领域,具体涉及一种利用拆迁地建筑固废再生制备园林假山或地形的方法。The invention relates to the technical field of rockery or terrain processing, in particular to a method for preparing garden rockery or terrain by using solid waste of buildings in demolished sites to regenerate.
背景技术Background technique
假山,是园林中以造景为目的,用土、石等材料构筑的山。假山具有多方面的造景功能,如构成园林的主景或地形骨架,划分和组织园林空间,布置庭院、驳岸、护坡、挡土,设置自然式花台。还可以与园林建筑、园路、场地和园林植物组合成富于变化的景致,借以减少人工气氛,增添自然生趣,使园林建筑融汇到山水环境中。因此,假山成为表现中国自然山水园的特征之一。Rockery is a mountain built with soil, stone and other materials in the garden for the purpose of landscaping. Rockery has many landscaping functions, such as forming the main landscape or topographical framework of the garden, dividing and organizing the garden space, arranging courtyards, revetments, slope protection, soil retaining, and setting up natural flower stands. It can also be combined with garden buildings, garden roads, sites, and garden plants to form a varied landscape, thereby reducing artificial atmosphere, adding natural interest, and integrating garden buildings into the landscape environment. Therefore, rockery has become one of the characteristics of Chinese natural landscape gardens.
现代园林假山的发展与古典园林假山不同,呈现了多元化、综合化的趋势。古典假山限于石材及施工技术条件等,在景观的创作方面有一定的局限性。但现代施工技术及人造石材料的发展逐渐使创造多变的、丰富的山石景观成为可能。特别是对于大规模、大体量石山的创作,可从自然地貌形态特征及组合特点中吸取到创作的灵感。利用水泥、灰泥、混凝土、玻璃钢、有机树脂、GRC(低碱度玻璃纤维水泥)作材料,进行“塑石”,正在现代园林中兴起。塑石的优点是造型随意、多变,体量可大可小,色彩可多变,重量轻,节省石材,节省开支具有现代气息的塑石作品,特别适用于施工条件受限制或承重条件受限制的地方。The development of modern garden rockery is different from classical garden rockery, showing a trend of diversification and integration. Classical rockery is limited to stone and construction technical conditions, and has certain limitations in landscape creation. However, the development of modern construction technology and artificial stone materials has gradually made it possible to create varied and abundant mountain and rock landscapes. Especially for large-scale, large-volume stone mountain creation, the inspiration for creation can be drawn from the characteristics of natural geomorphology and combination. The use of cement, plaster, concrete, glass fiber reinforced plastic, organic resin, and GRC (low alkalinity glass fiber cement) as materials for "plasticizing stone" is emerging in modern gardens. The advantages of plastic stone are that the shape is random and changeable, the volume can be large or small, the color can be changeable, the weight is light, the stone is saved, and the expense is saved. The modern stone plastic works are especially suitable for restricted construction conditions or load-bearing conditions. Restricted place.
从园林范围来讲,地形包含土丘、台地、斜坡、平地,或因台阶和坡道所引起的水平变化的人工地形。在园林工程的建设中,不同标高和层次的地形起伏,能营造出丰富的园林景观效果。利用建筑固废作为地形填充材料辅以绿化,又具有一定的生态效益;有效利用固废做地形,也能将运输与固废的处理费用进行有效的经济效益转化。In terms of the scope of the garden, the terrain includes mounds, terraces, slopes, flat ground, or artificial terrain with horizontal changes caused by steps and ramps. In the construction of garden projects, the undulating terrain of different elevations and levels can create a rich garden landscape effect. The use of solid waste as a topographic filling material supplemented by greening has certain ecological benefits; the effective use of solid waste for topography can also transform transportation and solid waste treatment costs into effective economic benefits.
建筑固废(废混凝土建筑垃圾和砖混建筑垃圾)在拆迁地的各类建筑垃圾总量中所占比例最大,是目前建筑固废资源化处置和利用的主要对象。目前,废混凝土建筑垃圾和砖混建筑垃圾主要加工成再生粗骨料和再生细骨料,用于生产混凝土、砂浆、混凝土砌砖、混凝土砖以及道路工程中的无机混合料。目前,建筑固废的产生量很大,如果不合理加以利用,将 会严重影响环境。而假山或地形的加工需要多种无机材料,为了实现建筑固废在假山加工和地形营造中的应用,本发明提供了一种以建筑固废作为主料的假山或地形加工方法。Construction solid waste (waste concrete construction waste and brick-concrete construction waste) accounts for the largest proportion of all types of construction waste in demolition sites, and is currently the main target for the resource disposal and utilization of construction solid waste. At present, waste concrete construction waste and brick-concrete construction waste are mainly processed into recycled coarse aggregates and recycled fine aggregates for the production of concrete, mortar, concrete bricklaying, concrete bricks and inorganic mixtures in road engineering. At present, the amount of solid waste generated in construction is very large, and if it is unreasonably used, it will seriously affect the environment. The processing of rockery or terrain requires a variety of inorganic materials. In order to realize the application of solid construction waste in rockery processing and terrain creation, the present invention provides a method for processing rockery or terrain using construction solid waste as the main material.
发明内容Summary of the invention
解决的技术问题:本发明提供一种利用拆迁地建筑固废再生制备园林假山或地形的方法,不仅实现了建筑固废的再生利用,而且制得的假山或地形环保性强,同时兼具良好的外观质量和使用质量。Technical problem to be solved: The present invention provides a method for preparing garden rockery or terrain by using solid waste from demolition sites to regenerate solid waste. Not only does it realize the recycling of solid waste from construction, but also the prepared rockery or terrain is environmentally friendly and has good properties. The appearance quality and quality of use.
技术方案:一种利用拆迁地建筑固废再生制备园林假山或地形的方法,包括以下步骤:Technical solution: A method for preparing garden rockery or terrain by using solid waste from the demolished building to be recycled, including the following steps:
(1)制作模具:模具包括外模和内模,根据既定假山或地形结构制作模具;(1) Making mold: The mold includes an outer mold and an inner mold, and the mold is made according to the established rockery or terrain structure;
(2)建筑固废破碎:将建筑固废经粗破碎和细破碎后制成粒度小于2mm的粉体;(2) Construction solid waste crushing: The construction solid waste is roughly crushed and finely crushed into powder with a particle size of less than 2mm;
(3)混料:按比例将上述建筑固废粉体、聚己内酯、硅酸盐水泥、纳米吸水填料、萘系减水剂、铝酸酯偶联剂加入混料机中,并加水调节所得混合物的固含量达到60-70%,混合均匀,得到假山或地形的加工物料;(3) Mixing: Add the above-mentioned building solid waste powder, polycaprolactone, Portland cement, nano-absorbent filler, naphthalene-based water reducing agent, and aluminate coupling agent into the mixing machine in proportion, and add water Adjust the solid content of the resulting mixture to 60-70%, mix evenly, and obtain processing materials for rockery or terrain;
(4)浇注:将上述物料导入模具内,并将震动棒插入模具中经震动夯实物料,并补充物料直至物料夯实后与模具开口平齐;(4) Pouring: Introduce the above-mentioned materials into the mold, insert the vibrating rod into the mold to compact the material by vibration, and supplement the material until the material is compacted and flush with the mold opening;
(5)结构致密化处理:将浇注后的模具置于热处理室中,先以5~10℃/min的升温速度加热至130~140℃保温至物料中的水份挥干,然后转入冷处理室中,以5~10℃/min的降温速度冷却至-5~5℃保温静置0.5-2h,再自然恢复至室温;(5) Densification of the structure: Put the cast mold in the heat treatment chamber, first heat it to 130-140°C at a temperature rise rate of 5-10°C/min until the moisture in the material evaporates, then transfer to cold treatment In the room, cool to -5~5℃ at a cooling rate of 5~10℃/min, keep it for 0.5-2h, and then return to room temperature naturally;
(6)脱模:分离外模和内模,得到假山或地形的粗品;(6) Demoulding: Separate the outer mold and the inner mold to obtain crude rockery or terrain;
(7)修饰:对所制假山或地形的粗品进行表面修整,得到假山或地形的成品。(7) Modification: The rough surface of the rockery or terrain is modified to obtain the finished product of the rockery or terrain.
本发明利用热胀冷缩原理,并通过程序升温和程序降温的操作来使所制假山或地形的内部结构致密化,避免内部出现空隙结构,进而增强所制假山的力学性能,尤其是抗压强度。The invention utilizes the principle of thermal expansion and contraction and densifies the internal structure of the rockery or terrain through programmed heating and cooling operations, avoiding void structures inside, thereby enhancing the mechanical properties of the rockery, especially compression resistance strength.
所述建筑固废选自废混凝土建筑垃圾、废砖混建筑垃圾中的一种。The construction solid waste is selected from one of waste concrete construction waste and waste brick-concrete construction waste.
所述纳米吸水填料选自纳米碳酸钙、纳米滑石粉中的一种。The nano water-absorbing filler is selected from one of nano calcium carbonate and nano talc.
所述建筑固废粉体、聚己内酯、硅酸盐水泥、纳米吸水填料、萘系减水剂、铝酸酯偶联剂的质量比为100-150:10-30:25-50:10-20:1-10:1-10。The mass ratio of the construction solid waste powder, polycaprolactone, Portland cement, nano-absorbent filler, naphthalene-based water reducing agent, and aluminate coupling agent is 100-150: 10-30: 25-50: 10-20:1-10:1-10.
聚己内酯是由ε-己内酯在金属有机化合物作催化剂,二羟基或三羟基作引发剂条件下开环聚合而成,属于聚合型聚酯;本发明通过聚己内酯的添加来改善所制假山或地形的力学性能,不仅实现了聚己内酯在假山或地形加工中的新应用,而且由于聚己内酯本身具有生物降解性,因此不会对环境造成污染。Polycaprolactone is formed by ring-opening polymerization of ε-caprolactone with a metal organic compound as a catalyst and a dihydroxy or trihydroxy group as an initiator. It is a polymeric polyester; the present invention is achieved by the addition of polycaprolactone Improving the mechanical properties of the prepared rockery or terrain not only realizes the new application of polycaprolactone in the processing of rockery or terrain, but also because polycaprolactone is biodegradable, it will not pollute the environment.
为了进一步提高纳米碳酸钙作为纳米吸水填料的吸水性能进而利于所制假山或地形的绿 植栽培,本发明还对纳米碳酸钙进行了表面改性,具体技术方案如下:In order to further improve the water absorption performance of nano-calcium carbonate as a nano-absorbent filler and be beneficial to the green plant cultivation of the rockery or terrain, the present invention also carries out surface modification on nano-calcium carbonate. The specific technical solutions are as follows:
所述纳米碳酸钙经过表面改性,其改性方法为:先将多聚谷氨酸加水配成溶液,再加热至60~70℃后保温搅拌,并在搅拌下缓慢加入纳米碳酸钙,待纳米碳酸钙全部加完后继续于60~70℃下保温搅拌15-30min,停止加热,待所得溶液自然冷却至室温后送入冷冻干燥机中,干燥所得固体经粉碎、研磨制成纳米粉体。The nano-calcium carbonate is surface-modified, and the modification method is: first add polyglutamic acid to water to prepare a solution, then heat to 60-70°C, keep the temperature and stir, and slowly add nano-calcium carbonate under stirring. After all the nano calcium carbonate is added, continue to keep stirring at 60~70℃ for 15-30min, stop heating, after the obtained solution is naturally cooled to room temperature, it is sent to the freeze dryer, the dried solid is crushed and ground into nano powder .
所述纳米碳酸钙、多聚谷氨酸的量比为10:0.5-2。The amount ratio of the nano calcium carbonate and polyglutamic acid is 10:0.5-2.
本发明以多聚谷氨酸作为纳米碳酸钙的表面改性处理剂,并通过上述改性处理制得新型物质-表面包覆有多聚谷氨酸的纳米碳酸钙,该物质在遇水后先利用表面包覆的多聚谷氨酸吸收水分,待表面的多聚谷氨酸吸水量达到最大时开始向内部的碳酸钙渗入水分,从而大大提高碳酸钙的吸水率,同时表面包覆的多聚谷氨酸也赋予了锁水能力,避免在高温的自然环境下碳酸钙中所吸收的水分因蒸发而快速流失,进而利于植物在假山上或地形中的栽培。In the present invention, polyglutamic acid is used as the surface modification treatment agent of nanometer calcium carbonate, and a novel substance, nanometer calcium carbonate coated with polyglutamic acid on the surface, is prepared through the above modification treatment. First, use the polyglutamic acid coated on the surface to absorb water. When the water absorption of the polyglutamic acid on the surface reaches the maximum, water will penetrate into the calcium carbonate inside, thereby greatly increasing the water absorption rate of calcium carbonate. Polyglutamic acid also imparts water-locking ability to avoid rapid loss of water absorbed in calcium carbonate due to evaporation in a high-temperature natural environment, thereby facilitating plant cultivation on rockeries or terrain.
有益效果:本发明以建筑固废作为主料,协以聚己内酯等辅料经加工制得假山,不仅实现了建筑固废的合理再利用,避免了建筑固废废弃后对环境造成的不利影响;并且所制假山的外观品质好,环保性强,在使用过程中不会向环境中产生有害物质,同时抗压性能好,保水性强,利于在假山或地形上进行绿植的栽培,从而美化和净化环境。Beneficial effects: The present invention uses solid construction waste as the main material, and assists with polycaprolactone and other auxiliary materials to produce rockery through processing, which not only realizes the rational reuse of solid construction waste, but also avoids the environmental disadvantages caused by the waste of construction solid waste. In addition, the appearance quality of the rockery produced is good, environmental protection is strong, no harmful substances are generated in the environment during use, and at the same time, it has good compression resistance and strong water retention, which is conducive to the cultivation of green plants on the rockery or terrain. So as to beautify and purify the environment.
具体实施方式Detailed ways
为了使本发明实现的技术手段、创作特征、达成目的与功效易于明白了解,下面结合具体实施例,进一步阐述本发明。In order to make it easy to understand the technical means, creative features, objectives and effects achieved by the present invention, the present invention will be further described with reference to specific embodiments below.
以下实施例和对照例中的建筑固废来源于本市某一小区同一栋拆迁居民楼的废混凝土建筑固废;聚己内酯来源于湖南聚仁化工新材料科技有限公司;硅酸盐水泥来源于佛山市润合建材有限公司的325硅酸盐水泥;萘系减水剂来源于郑州宏播利化工产品有限公司的FDN萘系减水剂;铝酸酯偶联剂来源于淄博盘广塑胶有限公司;纳米碳酸钙来源于青州宇信钙业股份有限公司,平均粒径100nm;纳米滑石粉来源于上海聚千化工有限公司,平均粒径100nm;多聚谷氨酸来源于西安百川生物科技有限公司,分子量200万。The solid construction waste in the following examples and comparative examples comes from waste concrete construction solid waste from the same demolished residential building in a certain district in this city; polycaprolactone comes from Hunan Juren Chemical New Material Technology Co., Ltd.; Portland cement 325 Portland cement from Foshan Runhe Building Material Co., Ltd.; naphthalene water reducing agent from Zhengzhou Hongboli Chemical Products Co., Ltd. FDN naphthalene water reducing agent; aluminate coupling agent from Zibo Panguang Plastic Co., Ltd.; Nano calcium carbonate comes from Qingzhou Yuxin Calcium Industry Co., Ltd., with an average particle size of 100nm; Nano talc powder comes from Shanghai Juqian Chemical Co., Ltd., with an average particle size of 100nm; Polyglutamic acid comes from Xi'an Baichuan Biotechnology Technology Co., Ltd., with a molecular weight of 2 million.
实施例1Example 1
假山的加工:Processing of rockery:
(1)制作模具:模具包括外模和内模,根据既定假山结构制作模具;(1) Making mold: The mold includes an outer mold and an inner mold, and the mold is made according to the established rockery structure;
(2)建筑固废破碎:将建筑固废经粗破碎和细破碎后制成粒度小于2mm的粉体;(2) Construction solid waste crushing: The construction solid waste is roughly crushed and finely crushed into powder with a particle size of less than 2mm;
(3)混料:按比例将上述137kg废混凝土建筑固废、24kg聚己内酯、38kg硅酸盐水泥、 12kg纳米碳酸钙、2kg萘系减水剂、3kg铝酸酯偶联剂加入混料机中,并加水调节所得混合物的固含量达到70%,混合均匀,得到假山加工物料;(3) Mixing: Add the above-mentioned 137kg waste concrete construction solid waste, 24kg polycaprolactone, 38kg Portland cement, 12kg nano calcium carbonate, 2kg naphthalene water reducing agent, 3kg aluminate coupling agent in proportion to the mixture In the feeder, add water to adjust the solid content of the resulting mixture to reach 70%, and mix evenly to obtain rockery processing materials;
(4)浇注:将上述物料导入模具内,并将震动棒插入模具中经震动夯实物料,并补充物料直至物料夯实后与模具开口平齐;(4) Pouring: Introduce the above-mentioned materials into the mold, insert the vibrating rod into the mold to compact the material by vibration, and supplement the material until the material is compacted and flush with the mold opening;
(5)结构致密化处理:将浇注后的模具置于热处理室中,先以5℃/min的升温速度加热至140℃保温至物料中的水份挥干,然后转入冷处理室中,以5℃/min的降温速度冷却至-5℃保温静置1h,再自然恢复至室温;(5) Densification of the structure: Place the cast mold in the heat treatment chamber, first heat it to 140°C at a heating rate of 5°C/min to keep the moisture in the material dry, and then transfer it to the cold treatment chamber. Cool down to -5°C at a cooling rate of 5°C/min, keep it for 1 hour, and then return to room temperature naturally;
(6)脱模:分离外模和内模,得到假山粗品;(6) Demoulding: Separate the outer mold and inner mold to obtain crude rockery;
(7)修饰:对所制假山粗品进行表面修整,得到假山成品。(7) Modification: Surface finishing of the crude rockery produced to obtain a finished rockery.
实施例2Example 2
地形的加工:Terrain processing:
(1)制作模具:模具包括外模和内模,根据既定地形结构制作模具;(1) Making mold: The mold includes an outer mold and an inner mold, and the mold is made according to the established topographic structure;
(2)建筑固废破碎:将建筑固废经粗破碎和细破碎后制成粒度小于2mm的粉体;(2) Construction solid waste crushing: The construction solid waste is roughly crushed and finely crushed into powder with a particle size of less than 2mm;
(3)混料:按比例将上述132kg废混凝土建筑固废、22kg聚己内酯、35kg硅酸盐水泥、10kg纳米碳酸钙、2kg萘系减水剂、2kg铝酸酯偶联剂加入混料机中,并加水调节所得混合物的固含量达到70%,混合均匀,得到地形加工物料;(3) Mixing: add the above-mentioned 132kg of waste concrete construction solid waste, 22kg of polycaprolactone, 35kg of Portland cement, 10kg of nano calcium carbonate, 2kg of naphthalene-based water reducing agent, and 2kg of aluminate coupling agent into the mixture in proportion. In the feeder, add water to adjust the solid content of the resulting mixture to 70%, mix uniformly, and obtain terrain processing materials;
(4)浇注:将上述物料导入模具内,并将震动棒插入模具中经震动夯实物料,并补充物料直至物料夯实后与模具开口平齐;(4) Pouring: Introduce the above-mentioned materials into the mold, insert the vibrating rod into the mold to compact the material by vibration, and supplement the material until the material is compacted and flush with the mold opening;
(5)结构致密化处理:将浇注后的模具置于热处理室中,先以5℃/min的升温速度加热至140℃保温至物料中的水份挥干,然后转入冷处理室中,以5℃/min的降温速度冷却至-5℃保温静置1h,再自然恢复至室温;(5) Densification of the structure: Place the cast mold in the heat treatment chamber, first heat it to 140°C at a heating rate of 5°C/min to keep the moisture in the material dry, and then transfer it to the cold treatment chamber. Cool down to -5°C at a cooling rate of 5°C/min, keep it for 1 hour, and then return to room temperature naturally;
(6)脱模:分离外模和内模,得到地形粗品;(6) Demoulding: Separate the outer mold and the inner mold to obtain rough terrain;
(7)修饰:对所制地形粗品进行表面修整,得到地形成品。(7) Modification: Perform surface trimming on the rough terrain to obtain the finished terrain.
实施例3Example 3
以实施例1或2为对照,设置了以等量纳米滑石粉替代纳米碳酸钙制作得到假山或地形,其余加工操作与实施例1或2基本相同。Taking Example 1 or 2 as a control, an equivalent amount of nano-talc powder was used to replace nano-calcium carbonate to produce rockery or terrain. The rest of the processing operations were basically the same as those of Example 1 or 2.
实施例4Example 4
以实施例1或2为对照,设置对纳米碳酸钙进行表面改性后制作得到假山或地形,其余加工操作与实施例1或2基本相同。Taking Example 1 or 2 as a control, a rockery or terrain is produced after surface modification of nano calcium carbonate is set, and the rest of the processing operation is basically the same as that of Example 1 or 2.
针对假山的纳米碳酸钙的表面改性:先将1.5kg多聚谷氨酸加5kg水配成溶液,再加热至70℃后保温搅拌,并在搅拌下缓慢加入10kg纳米碳酸钙,待纳米碳酸钙全部加完后继续于 70℃下保温搅拌30min,停止加热,待所得溶液自然冷却至室温后送入冷冻干燥机中,干燥所得固体经粉碎、研磨制成平均粒径100nm的纳米粉体。Surface modification of nano-calcium carbonate for rockery: first make 1.5kg polyglutamic acid and 5kg water into a solution, then heat to 70℃, keep the temperature and stir, and slowly add 10kg nano-calcium carbonate under stirring, wait for nano-carbonic acid After all the calcium is added, the temperature is kept and stirred for 30 minutes at 70°C, and the heating is stopped. After the obtained solution is naturally cooled to room temperature, it is sent to a freeze dryer. The dried solid is crushed and ground into nano powder with an average particle size of 100 nm.
针对地形的纳米碳酸钙的表面改性:先将1.5kg多聚谷氨酸加5kg水配成溶液,再加热至70℃后保温搅拌,并在搅拌下缓慢加入8kg纳米碳酸钙,待纳米碳酸钙全部加完后继续于70℃下保温搅拌30min,停止加热,待所得溶液自然冷却至室温后送入冷冻干燥机中,干燥所得固体经粉碎、研磨制成平均粒径100nm的纳米粉体。Surface modification of nano-calcium carbonate for terrain: first make 1.5kg polyglutamic acid and 5kg water into a solution, then heat to 70℃, keep the temperature and stir, and slowly add 8kg nano-calcium carbonate under stirring, wait for nano-carbonic acid After all the calcium is added, the temperature is kept and stirred for 30 minutes at 70°C, and the heating is stopped. After the obtained solution is naturally cooled to room temperature, it is sent to a freeze dryer. The dried solid is crushed and ground into nano powder with an average particle size of 100 nm.
对照例1Comparative example 1
以实施例1为对照,设置不进行结构致密化处理的对照例1,浇注后的物料在常温25℃下自然固化成型,其余加工操作与实施例1基本相同。Taking Example 1 as a comparison, a comparative example 1 without structural densification treatment is set. The material after pouring is naturally solidified and molded at a normal temperature of 25° C. The other processing operations are basically the same as those of Example 1.
对照例2Comparative example 2
以实施例1为对照,设置不添加聚己内酯的对照例2,其余加工操作与实施例1基本相同。Taking Example 1 as a control, a Comparative Example 2 without adding polycaprolactone was set, and the rest of the processing operation was basically the same as that of Example 1.
分别利用实施例1-4、对照例1-2加工假山,并测定所制假山的吸水率、保水率和抗压强度,测试结果如表1所示。Examples 1-4 and Comparative Example 1-2 were used to process rockery, and the water absorption, water retention, and compressive strength of the rockery were measured. The test results are shown in Table 1.
1、吸水率测试方法:分别选取实施例1、3-4、对照例所制假山作为试件,称取试件重量W 0,然后将试件浸入清水中,1h后取出,称取吸水后的试件重量W 1,并计算吸水率,吸水率Q 1=(W 1-W 0)/W 0×100%。 1. Water absorption test method: choose the rockery made in Examples 1, 3-4, and the comparative example as test pieces, weigh the test piece weight W 0 , and then immerse the test piece in clean water, take it out after 1 hour, and weigh it after water absorption The weight of the test piece W 1 , and the water absorption rate is calculated, the water absorption rate Q 1 =(W 1 -W 0 )/W 0 ×100%.
2、保水率测试方法:分别选取实施例1、3-4、对照例所制假山作为试件,称取试件重量W 0,然后将试件浸入清水中,12h后取出,称取吸水后的试件重量W 2,再在转速1200r/min下离心5min,称取离心后的试件重量W 3,计算离心前的吸水率Q 2和离心后的吸水率Q 3,再计算保水率,保水率=(Q 3/Q 2)×100%。 2. Water retention rate test method: choose the rockery made in Examples 1, 3-4, and the comparative example as test pieces, weigh the test piece weight W 0 , then immerse the test piece in clean water, take it out after 12 hours, and weigh it after absorbing water specimen weight W 2, then the rotational speed of 1200r / min centrifuged 5min, said specimen weight after centrifugation taken W 3, and the water absorption rate is calculated after the second centrifugal water absorption before centrifugation Q Q 3, then calculate water retention, Water retention rate=(Q 3 /Q 2 )×100%.
Q 2=(W 2-W 0)/W 0×100%;Q 3=(W 3-W 0)/W 0×100%。 Q 2 =(W 2 -W 0 )/W 0 ×100%; Q 3 =(W 3 -W 0 )/W 0 ×100%.
3、抗压强度测试方法:分别选取实施例1、3-4、对照例所制假山作为试件,试件长30cm宽25cm高20cm,然后将试件浸入清水中,48h后取出,擦干表面,放在HCT系列A型压力机上进行强度试验,施加的载荷速率保持在0.25MPa/s。3. Compressive strength test method: choose the rockery made in Examples 1, 3-4, and the comparative example as test pieces. The test pieces are 30cm in length, 25cm in width and 20cm in height, and then immerse the test pieces in clean water. After 48 hours, take them out and dry them. The surface is placed on the HCT series A type press for strength test, and the applied load rate is kept at 0.25MPa/s.
表1Table 1
测试项目Test items 实施例1Example 1 实施例3Example 3 实施例4Example 4 对照例1Comparative example 1 对照例2Comparative example 2
吸水率/%Water absorption rate/% 147147 162162 183183 135135 142142
保水率/%Water retention rate/% 36.536.5 38.038.0 45.645.6 24.324.3 35.835.8
抗压强度/MPaCompressive strength/MPa 3.503.50 3.753.75 3.753.75 2.752.75 3.003.00
由表1可知,实施例4相对于实施例1,通过对纳米碳酸钙的表面改性处理将所制假山的吸 水率由147%提高到183%、保水率由36.5%提高至45.6%;实施例1相对于对照例1,通过结构致密化处理使所制假山的抗压强度由2.75MPa提高到3.50MPa,实施例1相对于对照例2,通过聚己内酯的添加使所制假山的抗压强度由3.00MPa提高到3.50MPa。如表1中所示,不进行结构致密化处理的对照例1,以及不添加聚己内酯的对照例2,所制假山的吸水率、保水率和抗压强度均不如实施例1、3-4所制假山。It can be seen from Table 1 that compared with Example 1, in Example 4, the water absorption rate of the rockery was increased from 147% to 183% and the water retention rate from 36.5% to 45.6% through the surface modification treatment of nano-calcium carbonate; Compared with Comparative Example 1, the compressive strength of the rockery produced in Example 1 was increased from 2.75MPa to 3.50MPa through the structure densification treatment. Compared with the Control Example 2, the compressive strength of the rockery produced in Example 1 was increased by the addition of polycaprolactone. The compressive strength is increased from 3.00MPa to 3.50MPa. As shown in Table 1, Comparative Example 1 without structural densification treatment and Comparative Example 2 without polycaprolactone added, the water absorption, water retention and compressive strength of the prepared rockery are not as good as those of Examples 1 and 3. -4 made rockery.
对照例3Comparative example 3
以实施例2为对照,设置不进行结构致密化处理的对照例3,浇注后的物料在常温25℃下自然固化成型,其余加工操作与实施例2基本相同。Taking Example 2 as a comparison, a comparative example 3 without structural densification treatment was set. The material after pouring was naturally solidified and molded at a normal temperature of 25° C. The other processing operations were basically the same as those of Example 2.
对照例4Comparative Example 4
以实施例2为对照,设置不添加聚己内酯的对照例4,其余加工操作与实施例2基本相同。Take Example 2 as a control, and set up Comparative Example 4 without adding polycaprolactone, and the rest of the processing operations are basically the same as Example 2.
分别利用实施例2-4、对照例3-4加工地形,并测定所制地形的吸水率、保水率和抗压强度,测试结果如表2所示。Examples 2-4 and Comparative Example 3-4 were used to process the terrain, and the water absorption, water retention, and compressive strength of the terrain were measured. The test results are shown in Table 2.
1、吸水率测试方法:分别选取实施例2-4、对照例3-4所制地形作为试件,称取试件重量W 0,然后将试件浸入清水中,1h后取出,称取吸水后的试件重量W 1,并计算吸水率,吸水率Q 1=(W 1-W 0)/W 0×100%。 1. Water absorption test method: select the terrain prepared in Example 2-4 and Comparative Example 3-4 as the test piece respectively, weigh the test piece weight W 0 , then immerse the test piece in clean water, take it out after 1 hour, and weigh the water absorption After the weight of the test piece W 1 , and calculate the water absorption rate, the water absorption rate Q 1 =(W 1 -W 0 )/W 0 ×100%.
2、保水率测试方法:分别选取实施例2-4、对照例3-4所制地形作为试件,称取试件重量W 0,然后将试件浸入清水中,12h后取出,称取吸水后的试件重量W 2,再在转速1200r/min下离心5min,称取离心后的试件重量W 3,计算离心前的吸水率Q 2和离心后的吸水率Q 3,再计算保水率,保水率=(Q 3/Q 2)×100%。 2. Water retention rate test method: select the terrain prepared in Example 2-4 and Comparative Example 3-4 as the test piece respectively, weigh the weight W 0 of the test piece, then immerse the test piece in clean water, take it out after 12 hours, and weigh the water absorption After the weight of the test piece W 2 , centrifuge at 1200r/min for 5 minutes, weigh the weight of the test piece W 3 after centrifugation, calculate the water absorption rate Q 2 before centrifugation and the water absorption rate Q 3 after centrifugation, and then calculate the water retention rate , Water retention rate=(Q 3 /Q 2 )×100%.
Q 2=(W 2-W 0)/W 0×100%;Q 3=(W 3-W 0)/W 0×100%。 Q 2 =(W 2 -W 0 )/W 0 ×100%; Q 3 =(W 3 -W 0 )/W 0 ×100%.
3、抗压强度测试方法:分别选取实施例2-4、对照例3-4所制地形作为试件,试件长30cm宽25cm高20cm,然后将试件浸入清水中,48h后取出,擦干表面,放在HCT系列A型压力机上进行强度试验,施加的载荷速率保持在0.25MPa/s。3. Compressive strength test method: select the terrain prepared in Example 2-4 and Comparative Example 3-4 as the test piece, the test piece is 30cm long, 25cm wide and 20cm high, and then immersed in clean water. The dry surface is put on the HCT series A-type press for strength test, and the applied load rate is kept at 0.25MPa/s.
表2Table 2
测试项目Test items 实施例2Example 2 实施例3Example 3 实施例4Example 4 对照例3Comparative example 3 对照例4Comparative Example 4
吸水率/%Water absorption rate/% 138138 158158 173173 125125 132132
保水率/%Water retention rate/% 35.735.7 37.237.2 42.642.6 23.323.3 32.832.8
抗压强度/MPaCompressive strength/MPa 3.253.25 3.653.65 3.653.65 2.652.65 2.852.85
由表2可知,实施例4相对于实施例2,通过对纳米碳酸钙的表面改性处理将所制假山的吸水率由138%提高到173%、保水率由35.7%提高至42.6%;实施例2相对于对照例3,通过结构 致密化处理使所制假山的抗压强度由2.65MPa提高到3.25MPa,实施例2相对于对照例4,通过聚己内酯的添加使所制假山的抗压强度由2.85MPa提高到3.25MPa。如表2中所示,不进行结构致密化处理的对照例3,以及不添加聚己内酯的对照例4,所制地形的吸水率、保水率和抗压强度均不如实施例2-4所制地形。As can be seen from Table 2, in Example 4, compared with Example 2, the water absorption rate of the rockery was increased from 138% to 173%, and the water retention rate was increased from 35.7% to 42.6% through the surface modification treatment of nano-calcium carbonate; Compared with Comparative Example 3, the compressive strength of the rockery produced in Example 2 was increased from 2.65 MPa to 3.25 MPa through structural densification treatment. Compared with Comparative Example 4, the compressive strength of the rockery produced in Example 2 was increased by the addition of polycaprolactone. The compressive strength is increased from 2.85MPa to 3.25MPa. As shown in Table 2, in Comparative Example 3 without structural densification treatment, and Comparative Example 4 without adding polycaprolactone, the water absorption, water retention and compressive strength of the prepared terrain are not as good as those in Examples 2-4 The terrain made.
需要说明的是,本发明实施例提供的利用拆迁地建筑固废再生制备园林假山或地形的方法,在降水量较少地方,有一定的使用优势,因其保水性强、抗压强的性能特征,利于在假山或地形上进行绿植的栽培,在降水量较多的地方,因其保水性强、抗压强的性能特征,也可以更有效地进行保水,同时具有较高的抗压强度。It should be noted that the method for preparing garden rockery or terrain using solid waste from demolition sites provided by the embodiment of the present invention has certain advantages in use in places with less rainfall due to its strong water retention and pressure resistance performance. Features, which are conducive to the cultivation of green plants on rockeries or terrain. In places with a lot of rainfall, due to its strong water retention and pressure resistance performance characteristics, it can also retain water more effectively and has a higher compression resistance. strength.
以上显示和描述了本发明的基本原理和主要特征和本发明的优点。本行业的技术人员应该了解,本发明不受上述实施例的限制,上述实施例和说明书中描述的只是说明本发明的原理,在不脱离本发明精神和范围的前提下,本发明还会有各种变化和改进,这些变化和改进都落入要求保护的本发明范围内。本发明要求保护范围由所附的权利要求书及其等效物界定。The above shows and describes the basic principles and main features of the present invention and its advantages. Those skilled in the industry should understand that the present invention is not limited by the foregoing embodiments. The foregoing embodiments and descriptions only illustrate the principles of the present invention. Without departing from the spirit and scope of the present invention, the present invention will have Various changes and improvements, these changes and improvements all fall within the scope of the claimed invention. The scope of protection claimed by the present invention is defined by the appended claims and their equivalents.

Claims (5)

  1. 一种利用拆迁地建筑固废再生制备假山或地形的方法,其特征在于:包括以下步骤:A method for preparing rockery or terrain by recycling solid waste from buildings in demolished areas, which is characterized in that it comprises the following steps:
    (1)制作模具:模具包括外模和内模,根据既定假山或地形结构制作模具;(1) Making mold: The mold includes an outer mold and an inner mold, and the mold is made according to the established rockery or terrain structure;
    (2)建筑固废破碎:将建筑固废经粗破碎和细破碎后制成粒度小于2mm的粉体;(2) Construction solid waste crushing: The construction solid waste is roughly crushed and finely crushed into powder with a particle size of less than 2mm;
    (3)混料:按比例将上述建筑固废粉体、聚己内酯、硅酸盐水泥、纳米吸水填料、萘系减水剂、铝酸酯偶联剂加入混料机中,并加水调节所得混合物的固含量达到60-70%,混合均匀,得到假山加工物料;(3) Mixing: Add the above-mentioned building solid waste powder, polycaprolactone, Portland cement, nano-absorbent filler, naphthalene-based water reducing agent, and aluminate coupling agent into the mixing machine in proportion, and add water Adjust the solid content of the obtained mixture to 60-70%, mix evenly, and obtain the rockery processing material;
    (4)浇注:将上述物料导入模具内,并将震动棒插入模具中经震动夯实物料,并补充物料直至物料夯实后与模具开口平齐;(4) Pouring: Introduce the above-mentioned materials into the mold, insert the vibrating rod into the mold to compact the material by vibration, and supplement the material until the material is compacted and flush with the mold opening;
    (5)结构致密化处理:将浇注后的模具置于热处理室中,先以5~10℃/min的升温速度加热至130~140℃保温至物料中的水份挥干,然后转入冷处理室中,以5~10℃/min的降温速度冷却至-5~5℃保温静置0.5-2h,再自然恢复至室温;(5) Densification of the structure: Put the cast mold in the heat treatment chamber, first heat it to 130-140°C at a temperature rise rate of 5-10°C/min until the moisture in the material evaporates, then transfer to cold treatment In the room, cool to -5~5℃ at a cooling rate of 5~10℃/min, keep it for 0.5-2h, and then return to room temperature naturally;
    (6)脱模:分离外模和内模,得到假山或地形的粗品;(6) Demoulding: Separate the outer mold and the inner mold to obtain crude rockery or terrain;
    (7)修饰:对所制假山或地形的粗品进行表面修整,得到假山或地形的成品。(7) Modification: The rough surface of the rockery or terrain is modified to obtain the finished product of the rockery or terrain.
  2. 根据权利要求1所述的利用拆迁地建筑固废再生制备园林假山或地形的方法,其特征在于:所述建筑固废选自拆迁地废混凝土建筑垃圾、废砖混建筑垃圾中的一种。The method for preparing garden rockery or terrain by recycling construction solid waste from a demolition site according to claim 1, wherein the solid construction waste is selected from one of waste concrete construction waste and waste brick-concrete construction waste at the demolition site.
  3. 根据权利要求1所述的利用拆迁地建筑固废再生制备园林假山或地形的方法,其特征在于:所述纳米吸水填料选自纳米碳酸钙、纳米滑石粉中的一种。The method for preparing garden rockery or terrain by using solid waste from demolition sites to regenerate according to claim 1, wherein the nano water-absorbing filler is selected from one of nano calcium carbonate and nano talc.
  4. 根据权利要求3所述的利用拆迁地建筑固废再生制备园林假山或地形的方法,其特征在于:对所述纳米碳酸钙进行表面改性,所述改性方法为:先将多聚谷氨酸加水配成溶液,再加热至60~70℃后保温搅拌,并在搅拌下缓慢加入纳米碳酸钙,待纳米碳酸钙全部加完后继续于60~70℃下保温搅拌15-30min,停止加热,待所得溶液自然冷却至室温后送入冷冻干燥机中,干燥所得固体经粉碎、研磨制成纳米粉体。The method for preparing garden rockery or terrain using solid waste from demolition sites according to claim 3, characterized in that: surface modification of the nano-calcium carbonate, the modification method is: first Add acid and water to make a solution, then heat it to 60~70℃, keep it warm and stir, and slowly add nano calcium carbonate under stirring. After all the nano calcium carbonate is added, continue to keep the temperature at 60~70℃ for 15-30min and stop heating. After the obtained solution is naturally cooled to room temperature, it is sent to a freeze dryer, and the dried solid is crushed and ground into a nano powder.
  5. 根据权利要求1所述的利用拆迁地建筑固废再生制备园林假山或地形的方法,其特征在于:所述建筑固废粉体、聚己内酯、硅酸盐水泥、纳米吸水填料、萘系减水剂、铝酸酯偶联剂的质量比为100-150:10-30:25-50:10-20:1-10:1-10。The method for preparing garden rockery or terrain using solid waste from demolition sites according to claim 1, characterized in that: the solid waste powder, polycaprolactone, Portland cement, nano absorbent filler, naphthalene-based The mass ratio of water reducing agent and aluminate coupling agent is 100-150:10-30:25-50:10-20:1-10:1-10.
PCT/CN2020/091201 2019-05-24 2020-05-20 Method for preparing garden rockery or terrain by using solid waste of buildings regenerated from demolition sites WO2020238716A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
AU2020260393A AU2020260393B2 (en) 2019-05-24 2020-05-20 Method for preparing garden rockery or terrain by recycling building solid waste on demolished site
ZA2020/06553A ZA202006553B (en) 2019-05-24 2020-10-21 Method for preparing garden rockery or terrain by recycling building solid waste on demolished site

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
CN201910440509.0 2019-05-24
CN201910440509.0A CN110183174A (en) 2019-05-24 2019-05-24 A method of historic gardens artificial hillock is prepared using construction refuse regenerated
CN202010305896.XA CN111423182B (en) 2019-05-24 2020-04-17 Method for preparing garden rockery by utilizing construction waste regeneration
CN202010305896.X 2020-04-17

Publications (1)

Publication Number Publication Date
WO2020238716A1 true WO2020238716A1 (en) 2020-12-03

Family

ID=67717685

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2020/091201 WO2020238716A1 (en) 2019-05-24 2020-05-20 Method for preparing garden rockery or terrain by using solid waste of buildings regenerated from demolition sites

Country Status (4)

Country Link
CN (2) CN110183174A (en)
AU (1) AU2020260393B2 (en)
WO (1) WO2020238716A1 (en)
ZA (1) ZA202006553B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113831081A (en) * 2021-09-26 2021-12-24 武汉工程大学 Asphalt/cement composite base normal-temperature self-compacting asphalt concrete and preparation method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110183174A (en) * 2019-05-24 2019-08-30 南京林业大学 A method of historic gardens artificial hillock is prepared using construction refuse regenerated

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101519019A (en) * 2009-03-03 2009-09-02 湖北黄梅星星矿业有限公司 Art bonsai and method for producing same
CN101570110A (en) * 2009-04-24 2009-11-04 张建喜 Rockery craftwork using industrial slag powder as raw material and manufacturing method thereof
KR20100133118A (en) * 2009-06-11 2010-12-21 주식회사 대왕콘 Concrete block manufacture method to use refreshing aggregate
CN102476397A (en) * 2010-11-29 2012-05-30 天津市世纪东方建筑景观雕塑技术开发中心 Manufacturing method for cement-imitated rock
CN107021697A (en) * 2017-04-05 2017-08-08 浙江新纪元文化休闲有限公司 For the preparation method of the material, artificial hillock and artificial hillock that make artificial hillock
CN108751795A (en) * 2018-08-14 2018-11-06 枣庄鑫金山智能机械股份有限公司 A kind of permeable granitic production technology of artificial ecological
CN110183174A (en) * 2019-05-24 2019-08-30 南京林业大学 A method of historic gardens artificial hillock is prepared using construction refuse regenerated

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB418954A (en) * 1934-02-19 1934-11-02 Henry Stuart Boothman Improvements in and connected with ornamental assemblies for gardens, graves and other like purposes
CN1210474C (en) * 2001-12-31 2005-07-13 赵冰 Combined multifunction stereo ecological building
CN103143548A (en) * 2013-02-26 2013-06-12 上海建为建筑修缮工程有限公司 Method for treating and recycling industrial, construction and domestic wastes
CN106007562A (en) * 2016-05-19 2016-10-12 四川震强绿舍建材有限公司 Dry-mixed mortar prepared from construction waste recycled aggregate and preparation method of dry-mixed mortar
CN106746964A (en) * 2016-06-29 2017-05-31 程乐军 A kind of artificial stone and its production and use

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101519019A (en) * 2009-03-03 2009-09-02 湖北黄梅星星矿业有限公司 Art bonsai and method for producing same
CN101570110A (en) * 2009-04-24 2009-11-04 张建喜 Rockery craftwork using industrial slag powder as raw material and manufacturing method thereof
KR20100133118A (en) * 2009-06-11 2010-12-21 주식회사 대왕콘 Concrete block manufacture method to use refreshing aggregate
CN102476397A (en) * 2010-11-29 2012-05-30 天津市世纪东方建筑景观雕塑技术开发中心 Manufacturing method for cement-imitated rock
CN107021697A (en) * 2017-04-05 2017-08-08 浙江新纪元文化休闲有限公司 For the preparation method of the material, artificial hillock and artificial hillock that make artificial hillock
CN108751795A (en) * 2018-08-14 2018-11-06 枣庄鑫金山智能机械股份有限公司 A kind of permeable granitic production technology of artificial ecological
CN110183174A (en) * 2019-05-24 2019-08-30 南京林业大学 A method of historic gardens artificial hillock is prepared using construction refuse regenerated

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113831081A (en) * 2021-09-26 2021-12-24 武汉工程大学 Asphalt/cement composite base normal-temperature self-compacting asphalt concrete and preparation method thereof

Also Published As

Publication number Publication date
CN110183174A (en) 2019-08-30
ZA202006553B (en) 2022-05-25
AU2020260393B2 (en) 2022-04-07
CN111423182B (en) 2021-03-26
CN111423182A (en) 2020-07-17
AU2020260393A1 (en) 2020-12-10

Similar Documents

Publication Publication Date Title
CN108516765A (en) A kind of riverway sludge is non-burning brick and preparation method thereof
CN100424034C (en) Compound bricks of phosphogypsum, and producing method
CN102731047A (en) Self-leveling mortar material with phosphogypsum as filling material, and preparation method thereof
CN103626449B (en) A kind of frost-resistant concrete and preparation method thereof
CN114605125B (en) Method for preparing water permeable brick by using construction waste
CN105818395B (en) A kind of method of waste plastic production water-permeable brick and the flooring mode of the water-permeable brick
WO2020238716A1 (en) Method for preparing garden rockery or terrain by using solid waste of buildings regenerated from demolition sites
CN103951358A (en) Overall residential foamed lightweight wall body manufactured from construction waste and manufacturing method thereof
CN104193284A (en) Water storage type recycled industrial waste residue plaza brick and preparation method thereof
CN110304870A (en) A kind of baking-free water-permeable brick and preparation method thereof
CN104098306B (en) A kind of baking-free water-permeable brick and preparation method thereof
CN106810150A (en) A kind of EVA resin cooperates with the wear-resisting enhanced cement base water-permeable brick of slag micro powder
CN106587846A (en) Fabric scrap-reinforced environment-friendly crack-resistant cement-based water-permeable brick
CN106517901A (en) High heat-storage concrete material and preparation method and application thereof
CN109293313A (en) A kind of brick made of mud and its preparation process
CN106800393A (en) A kind of modified carbon nano-tube strengthens the cement base water-permeable brick of anti-freezing property
CN103121830B (en) Ecological floor tile and manufacturing method thereof
CN111187047A (en) Method for treating waste sludge
CN103193422A (en) Solid waste color baking-free brick and preparation method thereof
CN104987121B (en) Nutritional foaming and coagulating grass planting building block and preparation method therefor
CN109235172A (en) A method of hollow cement product is prepared based on high hydroscopic resin
CN111393099B (en) Premixed recycled aggregate pervious concrete and preparation method thereof
CN104310932B (en) C20 cured article based on viscosity spoir and grittiness spoir and preparation method thereof
CN112266267A (en) Light recycled aggregate pervious concrete and preparation method thereof
CN110759689A (en) Sponge-like solidified soil with strong water absorption and slow water release

Legal Events

Date Code Title Description
ENP Entry into the national phase

Ref document number: 2020260393

Country of ref document: AU

Date of ref document: 20200520

Kind code of ref document: A

121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 20815010

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 20815010

Country of ref document: EP

Kind code of ref document: A1