TWI359703B - - Google Patents

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TWI359703B
TWI359703B TW97147137A TW97147137A TWI359703B TW I359703 B TWI359703 B TW I359703B TW 97147137 A TW97147137 A TW 97147137A TW 97147137 A TW97147137 A TW 97147137A TW I359703 B TWI359703 B TW I359703B
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Taiwan
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soil
reservoir
mud
sand
cracking
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TW97147137A
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Chinese (zh)
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TW201021930A (en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • 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

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  • Treatment Of Sludge (AREA)
  • Revetment (AREA)

Description

1359703 六 '發明說明: 【發明所屬之技術領域】 本發明是關於一種水工護層土之製造方法,袷別是指 種利用水庫於泥來建構例如消波塊、異型塊、邊坡護岸 、石頭材料、房屋、透水格框等等的水工用護層結構物之 水工護層土的製造方法。 【先前技術】 在已知的技藝中,例如:消波塊、異形塊等等的水工 用護層結構物在製造時,通常需要使用大量的水泥來作為 膠結劑’惟此種以水泥為主的結構物在製造時,會產生破 壞生態環境、無法回收再利用等等環保上的問題。 為了改善以上缺失,申請人曾經提出證書號數第「 1241223」號發明專利,該發明專利主要是在含有鋁、矽成 分之土壤中’加入含有鋁、矽單體的活性礦物,如果取用 的土壞是含有氫鍵的黏土時,由於氫鍵的結構強度較差, 需要先進行高溫鍛燒步驟來排除氫鍵,然後以強鹼將土壤 及活性礦物中的鋁、矽單體解離出來,同時利用例如矽酸 鈉及/或矽酸鉀等聚合介質,將鋁、矽單體重新聚合成具有 矽氧四面體及鋁氧四面體之水工用護層土。此種水工用護 層土所建構的結構物,不僅強度符合水利署對於一般混凝 土抗壓強度的要求,該結構物還適合被重新再利用。 前述發明專利除了可以製造出適合作為水工護層的社 構物二,還可以改善使用水泥為主成分所衍生的環保問^ 。但是在該發明專利中,對於含有氫鍵之黏土質土壤,都 3 1359703 必需採用高溫鍛燒的方式來改善結構物強度不佳的問題, 但疋就環保的角度,高溫鍛燒需要使用大量的電、煤或油 等燃料,燃燒時也會產生大量的二氧化碳,因此,不僅經 濟效益不佳,也會違反節能減碳的新環保要求。故申請人 所提出之證書號數第「1241223」號發明專利,如果直接取 . 用含有較多氫鍵之水庫淤泥作為土壤材料時,就無法完全· 兼顧節能減碳的環保需求。 但就台灣地區來說,許多的河川多為流短坡陡的形式 ’而水流經的地質區域大多屬於軟弱頁岩性的黏土,再加鲁 上許多的山坡地被大量開發後,雨水容易夾帶大量泥砂流 入河川,並且淤積在水庫内,此種情形不僅造成水庫有效 蓄水量的逐年降低,也會影響到水庫的使用壽命,因此, 如何清除水庫淤泥,以提高水庫的有效蓄水量,一直是水 - 庫管理上的重要一環。 ν 但是就目前台灣對於水庫淤泥的處理方式大致有三種 ’一種是利用機械設備將淤泥挖出,再選定水庫附近的低 挖地區’將淤泥掩埋處理,但由於台灣地狹人稠,要尋找φ 合適的掩埋地點並不容易,因此,處理單位不是將淤泥隨 處围積在水庫附近的農田旁,就是面臨無處掩埋的箸境。 第二種處理方式是藉由水力將沉積在水庫底部的泥砂往下 游河道排放,此種方式則會衍生下游河道逐漸縮小的問題-。第三種方式則是利用高溫鍛燒將水庫淤泥製作成輕質骨 材等建築用材料,此種方式由於鍛燒會產生大量的二氧化 碳,鍛燒成本也很高,因此,此種方式既不符合環保要求 4 1359703 ,也因為成本太高而難以商品化。 探討制,-般水庫㈣經常面臨處理棘手的 來自於:水庫於泥的用途有限,而且已知的處:理方式都^ 要高溫锻燒,會衍生處理成本高的問題。本發明則是針對 水庫於泥作研究’巧能夠藉由成分調配及步驟間的配人 ’在節能省碳的環保需求下,讓原本用途有限的水庫於泥1359703 六的发明说明: Technical Field of the Invention The present invention relates to a method for manufacturing a hydraulic retaining layer. The screening refers to the use of a reservoir in mud to construct, for example, a wave block, a shaped block, a slope revetment, A method for manufacturing a hydraulic retaining layer of a hydraulic sheath structure such as a stone material, a house, a water permeable frame, or the like. [Prior Art] In the known art, for example, a hydraulic sheath structure such as a wave block, a shaped block or the like is usually required to use a large amount of cement as a cement when it is manufactured. When the main structure is manufactured, it will cause environmental problems such as damage to the ecological environment, failure to recycle and reuse. In order to improve the above defects, the applicant has proposed the invention patent No. 1241223, which is mainly used to add active minerals containing aluminum and lanthanum monomers in soils containing aluminum and strontium. When the soil is a clay containing hydrogen bonds, due to the poor structural strength of the hydrogen bond, it is necessary to carry out a high-temperature calcination step to remove hydrogen bonds, and then dissociate the aluminum and bismuth monomers in the soil and the active mineral with a strong alkali. The aluminum and ruthenium monomers are re-polymerized into a hydraulic bauxite having a xenon tetrahedron and an aluminoxytetrahedron using a polymerization medium such as sodium citrate and/or potassium citrate. The structure constructed by such hydraulic retaining soil is not only in accordance with the requirements of the Water Resources Department for the compressive strength of general concrete, but also suitable for reuse. In addition to the above-mentioned invention patent, it is possible to manufacture a social material suitable as a hydraulic protective layer, and it is also possible to improve the environmental protection problem derived from the use of cement as a main component. However, in the invention patent, for the clay soil containing hydrogen bonds, 3 1359703 must use high temperature calcination to improve the structural strength, but from the perspective of environmental protection, high temperature calcination requires a large amount of Fuels such as electricity, coal or oil will also generate a large amount of carbon dioxide when burned. Therefore, not only the economic benefits are not good, but also the new environmental protection requirements for energy conservation and carbon reduction. Therefore, if the applicant's certificate number "1241223" is used for the invention patent, if the reservoir sludge containing more hydrogen bonds is used as the soil material, it is impossible to fully consider the environmental protection requirements of energy conservation and carbon reduction. However, as far as the Taiwan region is concerned, many rivers are mostly in the form of short and steep slopes. The geological regions through which water flows are mostly soft shale-like clays. After many large hillsides have been developed, the rainwater is easily entrained. The muddy sand flows into the river and is deposited in the reservoir. This situation not only causes the effective storage capacity of the reservoir to decrease year by year, but also affects the service life of the reservoir. Therefore, how to remove the reservoir sludge to improve the effective water storage capacity of the reservoir has been It is an important part of water-library management. ν However, there are currently three types of treatments for reservoir sludge in Taiwan. One is to use mechanical equipment to excavate the silt, and then select the low-lying area near the reservoir to bury the sludge. However, because Taiwan is narrow and thick, it is necessary to find φ. Appropriate landfill sites are not easy. Therefore, the treatment unit does not surround the farmland with mud everywhere, which is the dilemma of nowhere to be buried. The second treatment method is to discharge the muddy sand deposited at the bottom of the reservoir to the lower reaches of the river by hydraulic means, which will lead to the problem of the downstream river channel gradually shrinking. The third method is to use high-temperature calcination to make the reservoir sludge into building materials such as lightweight aggregates. This method produces a large amount of carbon dioxide due to calcination, and the cost of calcination is also high. Therefore, this method is neither It meets the environmental protection requirement 4 1359703, and it is difficult to commercialize because the cost is too high. Exploring the system, the general reservoir (4) often faces the thorny treatment from: the use of the reservoir in the mud is limited, and the known places: the rational way to ^ high temperature calcination, will be derived from the high cost of treatment. The present invention is directed to the study of reservoirs in mud. It is possible to make the reservoirs with limited use in the mud under the environmental protection demand of energy conservation and carbon saving by the formulation and the matching between the steps.

能夠成為水工護層結構物的材料,藉此改善水庫齡泥被隨 地丟棄所產生的環保問題。 【發明内容】 本.發明之目的是提供一藉於Ab』 诙伢種在i卩能減碳的需求下,有效 利用水庫齡泥’並製作出強度符合規定之結構物的水工護 層土之製造方法。 本發明水工護層土.的製造方法包含以下步驟:It can be used as a material for hydraulic sheath structures to improve the environmental problems caused by the disposal of mud at the reservoir age. SUMMARY OF THE INVENTION The object of the present invention is to provide a hydraulic retaining layer of soil that utilizes the strength of the reservoir in accordance with the requirements of Ab 诙伢 在 在 减 减 减 减 减 减 减 减 减 减 减 减 减 减 有效 有效 有效 有效 有效Production method. The manufacturing method of the hydraulic retaining layer of the present invention comprises the following steps:

處理水庫於泥:將取自水庫之乾於泥研磨成粉末狀; 調配砂性土壤:將水庫齡泥與砂混合調配成砂性土壤 ,所述砂性土壤中含有5〜50重量%的水庫淤泥; 添加活性礦物:在砂性土壤中加入活性礦物,使土壤 中的 Si02 + AI2O3+ CaO> 80% ;及 裂解及聚合:使用強驗及聚合介質,將土壤中的銘、 石夕單體裂解,ϋ重新聚合成具有石夕氧四面體及銘氧四面體 之水土護層土。 前述水工用護層土可依用途不同,製作成例如:消波 塊、異形塊、邊坡護岸、石頭材料、房屋結構、透水格框 等等適合料水邊的水護層結構物,製作料水工用 5 1359703 護層土中只要加入適當的水調摔成泥浆,再配合模具將泥 漿澆置成護層結構物即可。 本發明所述之游泥、砂等土壤是依據土壤統一分類法 作分類法以及ASTM D653分類法作分類,即當土壤粒徑 2 4.75mm(5mm筛孔)時屬於礫石,粒徑介於 4.75mm〜篩孔)時屬於砂幼⑽旬,粒徑介於 75〜5 # m時屬於粉土⑽t),粒徑為<5# m屬於黏土㈦叮)。 依據前述分類法檢測’本發明所使用的水庫淤泥屬於沉泥 及黏土的粒徑’即依據統一土壤分類法是屬於低塑性無機 黏土(簡稱CL)。而本發明所使用的砂依據統一土壌分類法 是屬於砂質土壤(簡稱SP),將水庫於泥與砂混合後,可得 到無機黏土砂性土壤(簡稱SC)。 本發明在「處理水庫齡泥」的步驟中,首先自水庫的 沉沙池中取出於積的泥砂’並曝暖泥沙形成土塊狀的乾泥 鬼為了使水庫於泥在後續裂解步驟更為順利,較佳是將 乾泥塊研磨絲徑小於〇·4晒的粉末4後檢測粉末齡泥的 組成,以作為「活性礦物」添加時的參考值。 本發明調配砂性土壤之目的,是為了削弱水庫於泥中 的氫鍵強度,使調製後的砂性土壤不需要經過高溫鍛燒, 同時讓製成的結構物達到符合規定的抗壓強度。為了達到 該項目的’本發明之砂性土壞中的水庫於泥含量以5〜5〇重 量%為較佳,當水料泥在砂性土壤中的含量低於5重量% 時’由於使用的水廉於:记旦、Α丨、 厍淤泥里過少,不符合經濟效益,而當 水庫於泥之含量高於番·县·。/ 士 门於50重量%時’所製得之結構物的結合 強度不理想,也缺乏經濟效益。又本發明在〔調;配砂土壤 」步驟中所添加的砂並無特別的限制,:在本發明.中可使用 一般的河砂或者海砂。 本發明所使用之活性礦物係指含有高二氧化石夕(si02)及 二氧化二鋁(Α1ζ〇3)的物質,具體例有:飛灰,爐石.,、沸石、 矽灰等等,藉由活性礦物的添加,來補充砂性土壌中之鋁 、矽元素含量的不足。上述活性礦物之添加量;是根據檢測 之水庫齡泥中銘、石夕單體的含量而I為了使製得之結構 物符合水利署對於混凝土抗壓強度的規定,添加活性礦物 後之砂性土壤中的Si02+Al203+Ca0的含量,以高於80 重里%為較佳,即根據試驗結果得知,前述三慨成份和結構 物的抗壓強度有關,因此,只要其中二種或二種以上成分 的舍計量高於80重量%,即可製得符合抗壓強度規範之結 構物。. t t .本發明之裂解及聚合步驟主要係利用強鹼來裂解土壤 中的矽單體及鋁單體,具體之強蝓如氫氧化納(Na〇H),依 據實驗顯示,為了得到較佳的裂解效果,本辞明強鹼的濃 度以8〜16M為較佳。 本發明係使用聚合介質來重新聚命裂解後的矽單體及 鋁單體,使其形成類似沸石結構的無機水工護層土,為了 達到以上目的,本發明所使用之聚合介質的具辞例可為水 玻璃(water glass),在本發明中,所謂的水玻g是鹼金屬矽 酸鹽的破璃狀熔合物.,呈淺綠.色.或灰色並帶有介於兩者之 間的色澤,根據驗金屬氧化物種寧的不同,水玻璃主要有Disposal of the reservoir in the mud: grinding the dry mud from the reservoir into a powder; arranging the sandy soil: mixing the mud and sand of the reservoir into a sandy soil, the sandy soil containing 5 to 50% by weight of the reservoir Adding active minerals: adding active minerals to sandy soils to make SiO2 + AI2O3 + CaO > 80% in soil; and cracking and polymerization: using strong and polymeric media to cleave the inscriptions in the soil , ϋ re-polymerized into a soil and soil layer with a Shihe oxygen tetrahedron and a Ming tetrahedron. The above-mentioned hydraulic retaining layer soil can be made into, for example, a wave-blocking block, a shaped block, a slope revetment, a stone material, a house structure, a water-permeable frame, and the like, and a water-repellent layer structure suitable for the water side, according to the use. For the hydraulics, use 5 1359703 to protect the soil as long as the appropriate water is added to the mud, and then the mud is poured into the sheath structure with the mold. The mud, sand and other soils according to the present invention are classified according to the soil uniform classification method and the ASTM D653 classification method, that is, when the soil particle size is 2.75 mm (5 mm mesh), it belongs to gravel, and the particle size is 4.75. Mm ~ mesh hole) belongs to sand young (10), particle size between 75~5 # m belongs to silt (10) t), particle size is <5# m belongs to clay (seven) 叮). According to the foregoing classification method, it is detected that the reservoir sludge used in the present invention belongs to the particle size of the sludge and clay, which is a low-plastic inorganic clay (referred to as CL) according to the unified soil classification method. The sand used in the present invention belongs to sandy soil (referred to as SP) according to the unified soil classification method, and the inorganic clay sand soil (referred to as SC) can be obtained after the reservoir is mixed with mud and sand. In the step of "treating the reservoir age mud", the present invention firstly removes the muddy sand from the sedimentation tank of the reservoir and forms a mass of dry mud ghosts in order to make the reservoir in the mud in the subsequent cracking step. For the sake of smoothness, it is preferred to test the composition of the powdered mud after grinding the dry mud with a powder having a diameter smaller than that of the powder 4, as a reference value for the addition of the "active mineral". The purpose of the present invention for blending sandy soil is to weaken the hydrogen bond strength of the reservoir in the mud, so that the prepared sandy soil does not need to be subjected to high temperature calcination, and at the same time, the finished structure can reach the specified compressive strength. In order to achieve the project, the reservoir of the sand soil of the present invention is preferably 5 to 5 wt% in the mud content, and when the content of the water sludge in the sandy soil is less than 5 wt%, The water is cheaper: there are too few silt in the mud, and the mud is not in line with economic benefits, and the content of the reservoir in the mud is higher than that of the county. / When the door is 50% by weight, the combined strength of the structure is not ideal and it lacks economic benefits. Further, the sand added in the step of "adjusting; sand-mixing soil" of the present invention is not particularly limited: in the present invention, general river sand or sea sand can be used. The active mineral used in the present invention refers to a substance containing high silica dioxide (si02) and aluminum oxide (Α1ζ〇3), and specific examples thereof include fly ash, hearth stone, zeolite, ash, etc. The addition of active minerals supplements the deficiency of aluminum and barium in sandy soils. The addition amount of the above-mentioned active minerals is based on the content of the tested muds in the mud and the contents of the shixi monomer. In order to make the obtained structure conform to the regulations of the Water Resources Department on the compressive strength of concrete, the sand property after adding the active minerals The content of SiO 2 + Al 203 + Ca 0 in the soil is preferably more than 80% by weight, that is, according to the test results, the above three components are related to the compressive strength of the structure, so that only two or two of them are used. When the above components are more than 80% by weight, a structure conforming to the compressive strength specification can be obtained. Tt. The cracking and polymerization steps of the present invention mainly utilize a strong base to crack the ruthenium monomer and the aluminum monomer in the soil, specifically, such as sodium hydroxide (Na〇H), which is shown in the experiment, in order to obtain better The cracking effect, the concentration of the strong base is preferably 8~16M. The present invention uses a polymerization medium to re-polymerize the cracked ruthenium monomer and aluminum monomer to form an inorganic hydraulic retaining layer similar to a zeolite structure. In order to achieve the above object, the polymerization medium used in the present invention has a remark For example, it may be water glass. In the present invention, the so-called water glass g is a glass-like melt of an alkali metal silicate. It is light green, colored or gray with both The color of the water, according to the difference of the metal oxides, the water glass mainly has

1359703 納水玻璃騎水玻璃兩種,化學組成可以㈣· nSi〇2)表亍 ’其中R20是指驗金屬氧化物,例如Na2〇或κ2〇,η 水玻等模數,即氧化納與二氧切之分子莫爾比。唾Π 玻璃的聚合,可以㈣1單體重新聚合成類似彿石結構 之無機水工濩層土,前述類似沸石結構的護層土的基本姓 構為石夕氧四面體及銘氧四面體。由於本發明如何裂ς並= 新聚合f單體及料體’在中請人前所中請之證書號數第 「mm3」號發明專利已有詳载,此處不再說明。 本發明的有益功效在於:藉將水庫齡泥及砂調配成不 需要高溫鍛燒之砂性土壤,同時在砂性土壤中加入適當的 活性礦物後進行裂解聚合的步驟,不僅可以製作出強I符 合水利署規範標準的結構物,此製造方法更可以大量使用 水庫淤泥,以增加水庫淤泥的運用效益,由於本發明該方 法不需要經過高溫銀燒’因此,該製造方除了具有節能省 碳的效果外’亦可改善水庫淤泥因用途有限被隨意丢棄等 環保上的問題。 【實施方式】 有關本發明之前述及其他技術内容、特點與功效,在 以下配合參考圖式之較佳實施例的詳細說明中,將可清楚 的呈現。 【實施例1】 參閱圖1,本發明實施例1之各組成如表1所示,即取 用130 kg /m3的乾涸後的水庫於泥’上述水庫齡泥是採自石 門水庫第12號沉砂池,然後利用研磨機將乾的水庫淤泥研 1359703 磨成粒徑小於G.4的粉末後備用’㈣檢測該水庫於泥的 化學組成,所測得之水庫淤泥的物性如表2,而螂得之水庫 淤泥的化學性質如表3。 之後將1395 kg/m3的河砂與:130 kg/m3水庫淤泥混合, 以製作成砂性土壤j,在本實施例中,河砂是取自曾文溪 流域附近的砂土材料,經由物理性質測試,該河砂在統一 土壤分類巾屬於不良級时(sp)。然後依據水祕泥化學測 定結果,在砂性土壤中加入51〇 kg/m3的爐石,在本實施例 中’該爐石係使用「中聯爐石處理資源化股份有限公司」 所生產之水淬爐石粉,經由檢測,該爐石粉中含有26 6重 量%的Si〇2、ι〇.51重量%的Al2〇3,以及49.叫重量%的1359703 Nano water glass riding water glass, chemical composition can be (four) · nSi 〇 2) surface 亍 'where R20 refers to the detection of metal oxides, such as Na2 〇 or κ2 〇, η water glass and other modulus, that is, oxide nano and two Oxygen cut molecular Molby. The polymerization of the glass of the saliva can be re-polymerized into an inorganic hydraulic layer of a similar structure, and the basic structure of the above-mentioned zeolite-like layer is the Shihe oxygen tetrahedron and the Ming oxygen tetrahedron. Since the present invention is cracked and = new polymer f monomer and material body, the number of the certificate number "mm3" has been detailed in the previous article, and will not be described here. The beneficial effects of the invention are as follows: by formulating the mud and sand of the reservoir into a sandy soil which does not require high-temperature calcination, and simultaneously adding a suitable active mineral to the sandy soil, the step of cracking polymerization can not only produce a strong I A structure that meets the standards of the Water Resources Department. This manufacturing method can use a large amount of reservoir sludge to increase the utilization efficiency of the reservoir sludge. Since the method does not require high-temperature silver burning, the manufacturer has energy saving and carbon saving. The effect outside can also improve the environmental problems of the reservoir silt being randomly discarded due to limited use. The above and other technical contents, features, and advantages of the present invention will be apparent from the following detailed description of the preferred embodiments of the invention. [Embodiment 1] Referring to Figure 1, the composition of Embodiment 1 of the present invention is as shown in Table 1, that is, the 130 kg / m3 of the dried pond is in the mud. The mud of the above reservoir is collected from Shimen Reservoir No. 12 The grit chamber is then used to grind the dry reservoir silt 1359703 into a powder with a particle size smaller than G.4. After the test, the chemical composition of the reservoir in the mud is measured. The physical properties of the reservoir sludge measured are shown in Table 2. The chemical properties of the mud in Chad’s reservoir are shown in Table 3. Then, 1395 kg/m3 of river sand is mixed with: 130 kg/m3 of reservoir mud to make sand-forming soil j. In this embodiment, the river sand is taken from the sand material near the Zengwenxi watershed and tested by physical properties. The river sand is in a bad grade (sp) when the uniform soil classification towel. Then, according to the results of the chemical measurement of water secret mud, 51 〇kg/m3 of hearthstone is added to the sandy soil. In the present embodiment, the whetstone is produced by using Zhonglian Furnace Treatment Resources Co., Ltd. The water quenching furnace powder is tested to contain 266 % by weight of Si 〇 2, 〇 〇 51 51% by weight of Al 2 〇 3, and 49.

CaO,其餘為少量的氧化鐵、氧化鎂、三氧化4等等的成分 〇 3最後將 200 kg/rn3 的 Na2si〇3、50 kg/m3 的他⑽及 65 kg/m3的水一起加入含有活性礦物的砂性土壤中,如此即可 利用NaOH《解土壌中的石夕單體及紹單體,.而利:用叫⑽ 讓矽單體及鋁單體重新聚合成類似沸石結.構,即完成本實 施例之水工護層土的製備。在本實施例中,Ν_.是使用「 台塑工業股份有限公司」所生產之驗片,其純度在哪以 上’本實施例是將Na0H的濃度調配在刪。而..Na2Si〇3是 使用「榮祥X業股份有限公司」所生產之「卫程界灌聚專 用三號水玻璃」’組錢中主要含有24 98%的:邮:、δ 〇7% 的\320,以及66.97%的水6 所製得之水工護層結構物經由咖1232規範進行單轴 9 1359703 抗壓讳度,測定結果載於表4。 【實施例2〜11】 犁造步驟與實施例1相同,不同者在於:水庫淤泥、 砂、活性礦物、Na;jSi〇3、NaOH的使用量,其中,實施例 U所使用的海砂是取自台南市安平區秋茂園附近的海域, 土壤的統一分類亦為不良級配砂。所製得之水工護層結構 物的抗壓強度測定亦載於表4。 由以上說明可知,本發明將特定比例之水庫於泥及砂 混合,以形成不需要高溫锻燒之砂性土壌的製造方法不僅 創新,該製造方法由於不需要使用高溫鍛燒,因此,除了 可以節省燃料成本、不會產生二氧化碳之外,還可以節省 尚溫鍛燒的成本。此外,由表4的試驗結果得知,本發明 的所有實施例都可以滿足現階段水利署對於混凝土強度規 範’即水力署對於抗壓強度的規範,在28天的抗壓強度有 210kgf/Cm 2以及175 kgf/cm 2兩種規格,本發明實施例i之 抗壓強度有259 kgf/Cm 2,隨著水庫淤泥使用量的逐漸提高 ,雖然會有抗壓強度逐漸下降的趨勢,但由於本發明特定 比例限定,可以讓各實施例的抗壓強度皆達到18〇 kgf/cm 2 ,因此’本發明該創新的製造方法,不僅符合一般工程對 於抗壓強度的要求,更可在節能減碳的需求下大量的使用 水庫淤泥,以改善水庫淤泥因用途有限被隨處丟棄而衍生 環保問題》 惟以上所述者,僅為本發明之較佳實施例而已,當不 能以此限定本發明實施之範圍,即大凡依本發明申請專利 10 1359703CaO, the remainder is a small amount of iron oxide, magnesium oxide, trioxide 4, etc. 〇3 Finally, 200 kg/rn3 of Na2si〇3, 50 kg/m3 of he (10) and 65 kg/m3 of water are added together to contain the activity. In the sandy soil of minerals, NaOH can be used to solve the problem of the singular monomer and the singly monomer in the sputum, and the sulphide monomer and the aluminum monomer are re-polymerized into a similar zeolite structure. That is, the preparation of the hydraulic retaining layer of the present embodiment is completed. In the present embodiment, Ν_. is a test piece produced by "Taiwan Industry Co., Ltd.", and the purity thereof is above. In this embodiment, the concentration of NaOH is adjusted. And.. Na2Si〇3 is the “No.3 water glass for the Weicheng boundary irrigation” produced by “Rongxiang X Industry Co., Ltd.”. The group mainly contains 24 98%: post: δ 〇 7% The hydraulic shield structure made of \320 and 66.97% of water 6 was subjected to uniaxial 9 1359703 compressive strength according to the specification of the coffee 1232. The measurement results are shown in Table 4. [Examples 2 to 11] The plowing step is the same as that of the first embodiment, except that the amount of the sludge, sand, active mineral, Na; jSi〇3, and NaOH is used, wherein the sea sand used in the example U is Taken from the sea near the Qiu Mao Park in Anping District, Tainan City, the uniform classification of soil is also a poor grade sand. The compressive strength of the resulting hydraulic sheath structure is also shown in Table 4. As can be seen from the above description, the present invention not only innovates the manufacturing method in which a certain proportion of the reservoir is mixed with mud and sand to form a sand soil which does not require high-temperature calcination, and the manufacturing method does not require the use of high-temperature calcination, and therefore, It saves fuel costs, does not produce carbon dioxide, and saves the cost of still warming. In addition, from the test results of Table 4, all the embodiments of the present invention can meet the current requirements of the Water Resources Department for the concrete strength specification, that is, the hydraulic unit's specifications for compressive strength. The compressive strength at 28 days is 210 kgf/cm. 2 and 175 kgf / cm 2 two specifications, the compressive strength of the embodiment i of the present invention is 259 kgf / Cm 2, with the gradual increase in the use of reservoir sludge, although the compressive strength will gradually decline, but because The specific proportion of the present invention is defined so that the compressive strength of each embodiment can reach 18 〇kgf/cm 2 , so the innovative manufacturing method of the present invention not only meets the requirements of general engineering for compressive strength, but also saves energy. A large amount of reservoir sludge is used under the demand of carbon to improve the environmental protection problem of the reservoir sludge being discarded everywhere due to limited use. However, the above description is only a preferred embodiment of the present invention, and the present invention cannot be limited thereto. The scope of the patent, that is, according to the invention patent 10 1359703

範圍及發明說明内容所作之簡單的等效變化與修·飾,皆仍 屬本發明專利涵蓋之範圍内。 ’ 【圖式簡單說明】 圖1是本發明水工護層土之製造方法的一:較佳實施例 的流程圖。 11 表1 :各實施例及比較例之-組成配比(單位:kg/m3): 實驗編號 砂土 水庫淤泥 爐石 Na2Si03 NaOH 水 種類 使用量 使用量 使用量 使用量 使用量 使用量 比較例 河砂 1560 0 510 200 50 30 實施例1 河砂 1395 130 510 200 50 65 實施例2 河砂 1200 260 510 200 50 130 實施例3 河砂 1005 390 510 200 50 195 實施例4 河砂 850 500 510 200 50 260 實施例5 河砂 870 500 510 200 50 240 實施例6 河砂 860 500 510 200 50 250 實施例7 河砂 850 500 510 200 50 260 實施例8 河砂 820 500 510 240 60 240 實施例9 河砂 810 500 510 240 60 250 實施例10 河砂 800 500 510 240 60 260 實施例11 海砂 830 500 510 200 50 260 12 1359703 表2 :本發明各實施例所使·用之冰庫淤泥的物性:測試八 組成(畫 [#%) ~ _密度 i性限度 锼性指數 礫石 砂 粉土 黏土 g/cm (%) (%) (Gravel) (Sand) (Silt) (Clay) 0 2.1 37.6 60.3 2.73 46.6 _ 27.6 表3 :本發明各實施例所使用之水庫淤泥的化學性質: #品 Si02 八丨2〇3 Fe2〇3 MgO CaO Na20 K20 MnO Ti02. P2〇5 合計 1 57.12 21.96 7.72 2.13 0.41 0.75 4.12 0.08 0:94 0.15 95.38 2 56.81 21.72 7.7 2.09 0.41 0.77 4.1 0.08 0.9,4 0.15 94.77 ‘平均 56.97 21.84 7.71 2.11 0.41 0.76 4.11 0.08 0.94 0.15 95.08The scope of the invention and the simple equivalents and modifications of the description of the invention are still within the scope of the invention. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a flow chart showing a preferred embodiment of a method for producing a hydraulic sheath soil of the present invention. 11 Table 1: Composition and composition ratio of each example and comparative example (unit: kg/m3): Experiment number sand reservoir silt heartstone Na2Si03 NaOH water type usage amount usage amount usage amount usage amount usage amount comparison example river Sand 1560 0 510 200 50 30 Example 1 River sand 1395 130 510 200 50 65 Example 2 River sand 1200 260 510 200 50 130 Example 3 River sand 1005 390 510 200 50 195 Example 4 River sand 850 500 510 200 50 260 Example 5 River sand 870 500 510 200 50 240 Example 6 River sand 860 500 510 200 50 250 Example 7 River sand 850 500 510 200 50 260 Example 8 River sand 820 500 510 240 60 240 Example 9 River sand 810 500 510 240 60 250 Example 10 River sand 800 500 510 240 60 260 Example 11 Sea sand 830 500 510 200 50 260 12 1359703 Table 2: Physical properties of ice storage sludge used in various embodiments of the invention: Test Eight composition (painting [#%) ~ _ density i limit limit 锼 sex index gravel sand silt clay g/cm (%) (%) (Gravel) (Sand) (Silt) (Clay) 0 2.1 37.6 60.3 2.73 46.6 _ 27.6 Table 3: Chemical properties of reservoir sludge used in various embodiments of the present invention Quality: #品Si02 八丨2〇3 Fe2〇3 MgO CaO Na20 K20 MnO Ti02. P2〇5 Total 1 57.12 21.96 7.72 2.13 0.41 0.75 4.12 0.08 0:94 0.15 95.38 2 56.81 21.72 7.7 2.09 0.41 0.77 4.1 0.08 0.9,4 0.15 94.77 'Average 56.97 21.84 7.71 2.11 0.41 0.76 4.11 0.08 0.94 0.15 95.08

VV

13 Ί35970313 Ί359703

表4 :各實施例及比較例之抗壓強度測試: 貫驗編號 1轴抗壓強度(kgf/cm2) 1天 7天 28天 56天 比較例 113 305 345 369 實施例1 55 185 259 282 實施例2 40 171 226 271 實施例3 8 168 217 269 實施例4 6 145 196 215 實施例5 7 185 216 228 實施例6 6 219 237 280 實施例7 6 149 190 214 實施例8 21 130 193 205 實施例9 40 175 208 237 實施例10 56 203 213 228 實施例11 44 165 181 191Table 4: Compressive strength test of each of the examples and comparative examples: Test No. 1 axis compressive strength (kgf/cm2) 1 day 7 days 28 days 56 days Comparative Example 113 305 345 369 Example 1 55 185 259 282 Implementation Example 2 40 171 226 271 Example 3 8 168 217 269 Example 4 6 145 196 215 Example 5 7 185 216 228 Example 6 6 219 237 280 Example 7 6 149 190 214 Example 8 21 130 193 205 Example 9 40 175 208 237 Embodiment 10 56 203 213 228 Example 11 44 165 181 191

14 1359703 【主要元件符號說明】14 1359703 [Description of main component symbols]

Claims (1)

^359703 七、申請專利範圍: 1. 一種水工護層土之製造方法,包含以下加工步驟: 處理水庫淤泥:將取自水庫之乾淤泥研磨成粉末狀 備用; 調配砂性土壤:將水庫淤泥與砂混合調配成砂性土 . 壤,所述砂性土壤中含有5〜5〇重量%的水庫於泥; 添加活性礦物··在砂性土壞中加入活性礦物,使土 壤中的 Si02 + Al2〇3 + Ca〇 > 80 重量 % ;及 裂解及聚合:使用強驗及聚合介質,將土壤中的銘 · 、石夕單體裂解後再重新聚合成具有石夕氧四面體及紹氧四 面體之水土護層土。 2.依射請專利範圍第丨項所述水卫護層土之製造方法, 其中,在裂解及聚合步驟中係使用8〜16M濃度的氣氧化 . 鈉進行裂解。 ♦ 3·依據申請專利範圍第1項或第2項所述水工護層土之製 造方法,其中,在處理水庫齡泥的步驟中,係將乾的於 泥研磨成粒徑小於〇·4 mm的粉末。 隹 4.依據申請專利範圍第3 jg # , β 囷弟j項所述水工護層土之製造方法, 其中’所添加的活性礦物是選 _ . a 疋礎自爐石,而在裂解及聚入 步驟中係使用水玻璃來重新 σ 碉不里祈聚合鋁單體及矽單體。 . 16^359703 VII. Scope of application for patents: 1. A method for manufacturing hydraulic retaining soil, including the following processing steps: Treatment of reservoir silt: grinding dry sludge taken from the reservoir into powder form for use; blending sandy soil: silting the reservoir Mixed with sand to form a sandy soil. Soil, the sandy soil contains 5~5〇% by weight of the reservoir in the mud; Add active minerals··Add active minerals in the sandy soil to make SiO2 + in the soil Al2〇3 + Ca〇> 80% by weight; and cracking and polymerization: using strong and polymerization medium, the Ming· and Shixi monomers in the soil are cracked and then re-polymerized into a tetrahedral tetrahedron The soil and soil cover of the tetrahedron. 2. According to the invention, the method for manufacturing the water guard layer soil according to the scope of the patent, wherein in the cracking and polymerization step, the gas is oxidized by using a concentration of 8 to 16 M. Sodium is used for cracking. ♦ 3. According to the manufacturing method of hydraulic retaining soil according to item 1 or 2 of the patent application scope, in the step of treating the mud of the reservoir, the dry mud is ground to a particle size smaller than 〇·4 Mm powder.隹 4. According to the patent application scope 3 jg # , β 囷 j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j In the step of concentrating, water glass is used to re-polymerize the aluminum monomer and the fluorene monomer. . 16
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