TW201815725A - Cured mortar and method of manufacturing the same - Google Patents
Cured mortar and method of manufacturing the same Download PDFInfo
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- TW201815725A TW201815725A TW106105313A TW106105313A TW201815725A TW 201815725 A TW201815725 A TW 201815725A TW 106105313 A TW106105313 A TW 106105313A TW 106105313 A TW106105313 A TW 106105313A TW 201815725 A TW201815725 A TW 201815725A
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- mortar
- precursor
- glass
- alkali
- cured product
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- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 81
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 21
- 239000011521 glass Substances 0.000 claims abstract description 76
- 239000002243 precursor Substances 0.000 claims abstract description 53
- 239000012634 fragment Substances 0.000 claims abstract description 25
- 239000013078 crystal Substances 0.000 claims abstract description 13
- 150000008044 alkali metal hydroxides Chemical class 0.000 claims abstract description 8
- 239000012670 alkaline solution Substances 0.000 claims abstract description 6
- 239000003513 alkali Substances 0.000 claims description 40
- 239000000463 material Substances 0.000 claims description 38
- 239000002699 waste material Substances 0.000 claims description 35
- 239000000243 solution Substances 0.000 claims description 27
- 239000000843 powder Substances 0.000 claims description 20
- 238000000034 method Methods 0.000 claims description 15
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 14
- 239000004568 cement Substances 0.000 claims description 13
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 claims description 12
- JNDMLEXHDPKVFC-UHFFFAOYSA-N aluminum;oxygen(2-);yttrium(3+) Chemical compound [O-2].[O-2].[O-2].[Al+3].[Y+3] JNDMLEXHDPKVFC-UHFFFAOYSA-N 0.000 claims description 11
- -1 river silt Substances 0.000 claims description 11
- WMFOQBRAJBCJND-UHFFFAOYSA-M Lithium hydroxide Chemical group [Li+].[OH-] WMFOQBRAJBCJND-UHFFFAOYSA-M 0.000 claims description 9
- KWYUFKZDYYNOTN-UHFFFAOYSA-M Potassium hydroxide Chemical compound [OH-].[K+] KWYUFKZDYYNOTN-UHFFFAOYSA-M 0.000 claims description 9
- 239000002585 base Substances 0.000 claims description 9
- 229910052746 lanthanum Inorganic materials 0.000 claims description 9
- FZLIPJUXYLNCLC-UHFFFAOYSA-N lanthanum atom Chemical compound [La] FZLIPJUXYLNCLC-UHFFFAOYSA-N 0.000 claims description 9
- 239000011230 binding agent Substances 0.000 claims description 8
- 229910052783 alkali metal Inorganic materials 0.000 claims description 7
- 239000010881 fly ash Substances 0.000 claims description 7
- 229910000272 alkali metal oxide Inorganic materials 0.000 claims description 6
- 239000006063 cullet Substances 0.000 claims description 6
- 239000005995 Aluminium silicate Substances 0.000 claims description 5
- 235000012211 aluminium silicate Nutrition 0.000 claims description 5
- 239000011449 brick Substances 0.000 claims description 5
- 239000010438 granite Substances 0.000 claims description 5
- NLYAJNPCOHFWQQ-UHFFFAOYSA-N kaolin Chemical compound O.O.O=[Al]O[Si](=O)O[Si](=O)O[Al]=O NLYAJNPCOHFWQQ-UHFFFAOYSA-N 0.000 claims description 5
- 239000004579 marble Substances 0.000 claims description 5
- 239000002245 particle Substances 0.000 claims description 5
- 239000010802 sludge Substances 0.000 claims description 5
- 150000001340 alkali metals Chemical class 0.000 claims description 4
- 239000005356 container glass Substances 0.000 claims description 3
- 239000005357 flat glass Substances 0.000 claims description 3
- GQYHUHYESMUTHG-UHFFFAOYSA-N lithium niobate Chemical group [Li+].[O-][Nb](=O)=O GQYHUHYESMUTHG-UHFFFAOYSA-N 0.000 claims description 3
- 239000001508 potassium citrate Substances 0.000 claims description 3
- 229960002635 potassium citrate Drugs 0.000 claims description 3
- QEEAPRPFLLJWCF-UHFFFAOYSA-K potassium citrate (anhydrous) Chemical compound [K+].[K+].[K+].[O-]C(=O)CC(O)(CC([O-])=O)C([O-])=O QEEAPRPFLLJWCF-UHFFFAOYSA-K 0.000 claims description 3
- 235000011082 potassium citrates Nutrition 0.000 claims description 3
- 239000002994 raw material Substances 0.000 claims description 3
- 239000001509 sodium citrate Substances 0.000 claims description 3
- NLJMYIDDQXHKNR-UHFFFAOYSA-K sodium citrate Chemical compound O.O.[Na+].[Na+].[Na+].[O-]C(=O)CC(O)(CC([O-])=O)C([O-])=O NLJMYIDDQXHKNR-UHFFFAOYSA-K 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 2
- 238000003756 stirring Methods 0.000 claims 1
- 229910052910 alkali metal silicate Inorganic materials 0.000 abstract description 3
- 229910000323 aluminium silicate Inorganic materials 0.000 abstract description 2
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 abstract description 2
- 238000002156 mixing Methods 0.000 description 12
- 229910052782 aluminium Inorganic materials 0.000 description 5
- 239000004567 concrete Substances 0.000 description 4
- 238000005265 energy consumption Methods 0.000 description 4
- 230000007613 environmental effect Effects 0.000 description 4
- 238000007711 solidification Methods 0.000 description 4
- 230000008023 solidification Effects 0.000 description 4
- 229910052787 antimony Inorganic materials 0.000 description 3
- WATWJIUSRGPENY-UHFFFAOYSA-N antimony atom Chemical compound [Sb] WATWJIUSRGPENY-UHFFFAOYSA-N 0.000 description 3
- 239000011384 asphalt concrete Substances 0.000 description 3
- 230000005284 excitation Effects 0.000 description 3
- 230000007423 decrease Effects 0.000 description 2
- GUCVJGMIXFAOAE-UHFFFAOYSA-N niobium atom Chemical compound [Nb] GUCVJGMIXFAOAE-UHFFFAOYSA-N 0.000 description 2
- 241000282414 Homo sapiens Species 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 238000003823 mortar mixing Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007858 starting material Substances 0.000 description 1
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
Description
本發明是有關於一種砂漿固化物,且特別是有關於一種包括未經研磨之玻璃碎塊的砂漿固化物及其製造方法。BACKGROUND OF THE INVENTION 1. Field of the Invention This invention relates to a mortar cured product, and more particularly to a mortar cured product comprising unground glass fragments and a method of making the same.
目前,玻璃在各種領域中的使用十分普及,例如精密電子產品、家具、建築材料……等等,都可能會用到玻璃材料。然而,伴隨著玻璃材料的大量使用,廢棄玻璃也大量的產生,嚴重影響人類的生活環境。At present, glass is widely used in various fields, such as precision electronic products, furniture, building materials, etc., and glass materials may be used. However, with the extensive use of glass materials, waste glass is also produced in large quantities, seriously affecting the living environment of human beings.
現有技術中,會將廢棄玻璃混入水泥質混凝土或瀝青質混凝土中,藉由廢棄玻璃的再利用,達到環境保護的目的。然而,混入水泥質混凝土或瀝青質混凝土中的廢棄玻璃,只佔據混凝土的一小部分,例如在水泥質混凝土中廢棄玻璃的添加量僅約1~15重量份,瀝青質混凝土中廢棄玻璃的添加量僅約5~20重量份,廢棄玻璃的使用率很少,導致廢棄玻璃無法即時消耗而越積越多。因此,目前急需一種廢棄玻璃的處理方法,以解決習知技術中廢棄玻璃消耗率不足的缺陷。In the prior art, waste glass is mixed into cement concrete or asphalt concrete, and the waste glass is reused to achieve environmental protection. However, waste glass mixed into cement concrete or asphalt concrete only occupies a small part of concrete. For example, the amount of waste glass added in cement concrete is only about 1 to 15 parts by weight, and the addition of waste glass in asphalt concrete. The amount is only about 5 to 20 parts by weight, and the use rate of the waste glass is small, so that the waste glass cannot be consumed immediately and accumulates. Therefore, there is an urgent need for a disposal method for waste glass to solve the defect that the consumption rate of waste glass is insufficient in the prior art.
本發明提供一種砂漿固化物,且特別是有關於一種包括未經研磨之玻璃碎塊的砂漿固化物及其製造方法。The present invention provides a mortar cured product, and more particularly to a mortar cured product comprising unmilled glass fragments and a method of producing the same.
本發明製造砂漿固化物的方法,包括,形成鹼溶液,鹼溶液包括鹼金屬氫氧化物和鹼金屬矽酸鹽的至少其中之一。將含矽鋁酸鹽晶體之前驅物加入鹼溶液中,並攪拌鹼溶液,以激發前驅物,其中前驅物的原料包括飛灰、爐石粉、水庫淤泥、河川淤泥、高嶺土、花崗岩粉、磚粉、大理石粉或前述兩種以上之原料的組合,前驅物的細度為3000 cm2 /g~20000 cm2 /g,激發前驅物時的溫度為15℃~95℃,且鹼當量為1.5%~30%。將玻璃碎塊加入鹼溶液中,以形成砂漿,其中玻璃碎塊的粒徑為0.15毫米~4.76毫米,且砂漿的水膠比為0.3~0.6。固化砂漿,以形成砂漿固化物,其中固化砂漿的溫度為15℃~95℃。The method of the present invention for producing a mortar cured product comprises forming an alkali solution comprising at least one of an alkali metal hydroxide and an alkali metal niobate. The precursor containing the yttrium aluminate crystal is added to the alkali solution, and the alkali solution is stirred to excite the precursor, wherein the raw materials of the precursor include fly ash, hearth powder, reservoir sludge, river silt, kaolin, granite powder, brick powder , marble powder or a combination of two or more of the foregoing materials, the fineness of the precursor is 3000 cm 2 /g to 20000 cm 2 /g, the temperature at which the precursor is excited is 15 ° C to 95 ° C, and the alkali equivalent is 1.5% ~30%. The glass pieces are added to the alkali solution to form a mortar, wherein the glass pieces have a particle diameter of 0.15 mm to 4.76 mm, and the water-to-binder ratio of the mortar is 0.3 to 0.6. The mortar is solidified to form a mortar solidified material, wherein the temperature of the solidified mortar is from 15 ° C to 95 ° C.
在本發明的一實施例中,其中在將含矽鋁酸鹽晶體之前驅物加入鹼溶液的步驟之後,才將玻璃碎塊加入鹼溶液中。In an embodiment of the invention, wherein the glass pieces are added to the alkali solution after the step of adding the precursor containing the yttrium aluminate crystals to the alkali solution.
在本發明的一實施例中,上述的玻璃碎塊中含有鋁元素以及矽元素,鋁元素與矽元素的重量比值為0.05~0.3。In an embodiment of the invention, the glass cullet contains aluminum and lanthanum, and the weight ratio of the aluminum element to the lanthanum element is 0.05 to 0.3.
在本發明的一實施例中,激發前驅物時,鹼當量為7%~25%。In an embodiment of the invention, the base equivalent is 7% to 25% when the precursor is excited.
在本發明的一實施例中,其中激發前驅物時的溫度為15℃~30℃。In an embodiment of the invention, the temperature at which the precursor is excited is from 15 ° C to 30 ° C.
在本發明的一實施例中,其中在將含矽鋁酸鹽晶體之前驅物加入鹼溶液的同時,將玻璃碎塊加入鹼溶液中。In an embodiment of the invention, wherein the glass crumb is added to the alkali solution while the precursor containing the yttrium aluminate crystal is added to the alkali solution.
在本發明的一實施例中,上述的鹼金屬氫氧化物為氫氧化鋰、氫氧化鈉、氫氧化鉀或其組合;鹼金屬矽酸鹽是矽酸鋰、矽酸鈉、矽酸鉀或其組合。In an embodiment of the invention, the alkali metal hydroxide is lithium hydroxide, sodium hydroxide, potassium hydroxide or a combination thereof; the alkali metal silicate is lithium niobate, sodium citrate, potassium citrate or Its combination.
本發明提供一種砂漿固化物,包括:90 vo%~30 vo%的膠結材,其中膠結材包括鹼激發後的含矽鋁酸鹽晶體之前驅物以及鹼金屬氧化物,其中前驅物的原料包括飛灰、爐石粉、水庫淤泥、河川淤泥、高嶺土、花崗岩粉、磚粉、大理石粉或前述兩種以上之原料的組合,所述膠結材的鹼當量為1.5%~30%,且前驅物的細度為3000 cm2 /g~20000 cm2 /g;以及10 vo%~70 vo%的玻璃碎塊,填充於膠結材之間,其中玻璃碎塊的粒徑為0.15毫米~4.76毫米。The present invention provides a mortar cured product comprising: 90 vo% to 30 vo% of a cementitious material, wherein the cementing material comprises a base-excited yttrium aluminate crystal precursor and an alkali metal oxide, wherein the precursor material comprises Fly ash, hearth powder, reservoir sludge, river silt, kaolin, granite powder, brick powder, marble powder or a combination of two or more of the foregoing materials, the alkali equivalent of the cement material is 1.5% to 30%, and the precursor The fineness is 3000 cm 2 /g to 20000 cm 2 /g; and 10 vo% to 70 vo% of the glass fragments are filled between the cement materials, wherein the glass fragments have a particle diameter of 0.15 mm to 4.76 mm.
在本發明的一實施例中,上述的玻璃碎塊為經破碎的廢棄平板玻璃、廢棄容器玻璃、廢棄汽車玻璃、廢棄燈管、廢棄映像管或前述兩種以上的組合。In an embodiment of the present invention, the glass cullet is a broken waste flat glass, a waste container glass, a waste automobile glass, a waste lamp tube, a waste image tube, or a combination of two or more of the foregoing.
在本發明的一實施例中,上述的玻璃碎塊中含有鋁元素以及矽元素,鋁元素與矽元素的重量比值為0.05~0.3。In an embodiment of the invention, the glass cullet contains aluminum and lanthanum, and the weight ratio of the aluminum element to the lanthanum element is 0.05 to 0.3.
基於上述,本發明提出的砂漿固化物及其製造方法,本發明的砂漿固化物含有大量的廢棄玻璃,因此,大量的廢棄玻璃能藉由本發明所消耗掉,達到環境保護的目的。另外,由於砂漿固化物中使用的玻璃碎塊只需要破碎而不需要研磨,因此,大幅的減少了製造砂漿固化物所需的成本。此外,在一些實施例中,前驅物能在較低的溫度下被激發,且砂漿能在較低的溫度下固化或陳化,減少了額外的能源消耗,並能提升製成的穩定度。Based on the above-described mortar solidified product and a method for producing the same, the mortar cured product of the present invention contains a large amount of waste glass, and therefore, a large amount of waste glass can be consumed by the present invention to achieve environmental protection. In addition, since the glass pieces used in the mortar solidification need only be broken without grinding, the cost required for manufacturing the mortar solidified material is greatly reduced. In addition, in some embodiments, the precursor can be excited at a lower temperature and the mortar can be cured or aged at a lower temperature, reducing additional energy consumption and improving the stability of the manufacture.
為讓本發明的上述特徵和優點能更明顯易懂,下文特舉實施例,並配合所附圖式作詳細說明如下。The above described features and advantages of the invention will be apparent from the following description.
圖1為本發明一實施例的砂漿固化物的製造方法的步驟流程圖。首先,如步驟S100,形成鹼溶液,鹼溶液包括鹼金屬氫氧化物和鹼金屬矽酸鹽的至少其中之一。鹼金屬氫氧化物例如是氫氧化鋰、氫氧化鈉、氫氧化鉀或其組合;鹼金屬矽酸鹽例如是矽酸鋰、矽酸鈉、矽酸鉀或其組合,其中由於氫氧化鈉有較低的成本及較高的純度,因此,為本發明較佳的選擇。BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a flow chart showing the steps of a method for producing a mortar cured product according to an embodiment of the present invention. First, in step S100, an alkali solution is formed, the alkali solution comprising at least one of an alkali metal hydroxide and an alkali metal silicate. The alkali metal hydroxide is, for example, lithium hydroxide, sodium hydroxide, potassium hydroxide or a combination thereof; the alkali metal niobate is, for example, lithium niobate, sodium citrate, potassium citrate or a combination thereof, wherein sodium hydroxide has Lower cost and higher purity are therefore preferred choices for the present invention.
藉由推算鹼激發以後膠結材中之鹼金屬氧化物的重量與前驅物的重量比,來定義出鹼當量,鹼金屬氫氧化物或是鹼金屬矽酸鹽的添加量越高,則推算出來的鹼當量越高。在本發明的一實施例中,在激發前驅物時,推算出來的膠結材中之鹼金屬氧化物的重量與前驅物的重量比為1.5%~30%,換句話說,鹼當量為1.5%~30%。本發明製作砂漿固化物之方法,具有一最佳的鹼當量,在達最佳鹼當量之前,試體之抗壓強度大致隨鹼當量提高而上升,當超過此最佳鹼當量時,過量的鹼反而會破壞膠體結構使砂漿固化物之抗壓強度下降。因此,當鹼當量控制於7%~25%時,砂漿固化物能有較高之抗壓強度,而鹼當量為20%時,砂漿固化物能發展至最佳強度。在一實施例中,推算出來的鹼當量為17%。By estimating the weight ratio of the weight of the alkali metal oxide in the binder to the precursor after the alkali excitation, the base equivalent is defined, and the higher the amount of the alkali metal hydroxide or the alkali metal citrate is, the higher the amount is calculated. The higher the base equivalent. In an embodiment of the invention, when the precursor is excited, the weight ratio of the weight of the alkali metal oxide to the precursor in the cemented material is 1.5% to 30%, in other words, the base equivalent is 1.5%. ~30%. The method for preparing a mortar solidified material of the invention has an optimum alkali equivalent, and the compressive strength of the test body increases substantially as the alkali equivalent increases before reaching the optimum alkali equivalent, and when the optimum alkali equivalent is exceeded, the excess Instead, the base destroys the colloidal structure and reduces the compressive strength of the mortar cured product. Therefore, when the alkali equivalent is controlled at 7% to 25%, the mortar cured product can have a higher compressive strength, and when the alkali equivalent is 20%, the mortar cured product can be developed to an optimum strength. In one embodiment, the calculated base equivalent is 17%.
請繼續參照圖1,在步驟S110中,將前驅物加入鹼溶液中。在一實施例中,前驅物為含有矽鋁酸鹽晶體的礦物或廢棄物,前驅物的原料例如包括飛灰、爐石粉、水庫淤泥、河川淤泥、高嶺土、花崗岩粉、磚粉、大理石粉或前述兩種以上之原料的組合。在一實施例中,含有矽鋁酸鹽晶體的前驅物的原料包括飛灰,由於在進行鹼激發的步驟時,飛灰相較於其他鋁矽酸鹽晶體能添加較少的鹼金屬矽酸鹽,甚至是不須額外添加鹼金屬矽酸鹽,因此鹼溶液成本較低。在本發明的一實施例中,前驅物的細度例如為3000 cm2 /g~20000 cm2 /g,然而本發明不以此為限。在其他實施例中,前驅物的細度例如為3000 cm2 /g~10000 cm2 /g或是3000 cm2 /g~5000 cm2 /g。With continued reference to FIG. 1, in step S110, the precursor is added to the alkaline solution. In one embodiment, the precursor is a mineral or waste containing yttrium aluminate crystals, and the raw materials of the precursor include, for example, fly ash, hearth powder, reservoir sludge, river silt, kaolin, granite powder, brick powder, marble powder or A combination of two or more of the foregoing materials. In one embodiment, the starting material of the precursor containing the yttrium aluminate crystal comprises fly ash, and the fly ash can add less alkali metal citrate than the other aluminosilicate crystals during the alkali excitation step. The salt does not even require the addition of an alkali metal citrate, so the cost of the alkali solution is low. In an embodiment of the invention, the fineness of the precursor is, for example, 3000 cm 2 /g to 20,000 cm 2 /g, but the invention is not limited thereto. In other embodiments, the fineness of the precursor is, for example, 3000 cm 2 /g to 10000 cm 2 /g or 3000 cm 2 /g to 5000 cm 2 /g.
在步驟S120中,攪拌鹼溶液,以激發前驅物。在本發明的一實施例中,激發前驅物時的溫度為15℃~95℃,然而本發明不以此為限。在其他實施例中,激發前驅物時的溫度為15℃~30℃。在一實施例中,激發前驅物時的溫度為15℃~20℃,在接近室溫的溫度下即可激發前驅物,使製程能更穩定且能減少額外的能源消耗。在一些實施例中,激發前驅物時的鹼當量為7%~25%,由於鹼的添加量較高,因此,激發前驅物時的溫度可以較低,達到節約能源的目的。In step S120, the alkali solution is stirred to excite the precursor. In an embodiment of the invention, the temperature at which the precursor is excited is from 15 ° C to 95 ° C, although the invention is not limited thereto. In other embodiments, the temperature at which the precursor is excited is between 15 ° C and 30 ° C. In one embodiment, the temperature at which the precursor is excited is between 15 ° C and 20 ° C, and the precursor is excited at a temperature near room temperature to make the process more stable and reduce additional energy consumption. In some embodiments, the base equivalent when the precursor is excited is 7% to 25%. Since the amount of alkali added is high, the temperature at which the precursor is excited can be lower, thereby achieving the purpose of saving energy.
請繼續參照圖1,在步驟S130中,將玻璃碎塊加入鹼溶液中,以形成砂漿。其中玻璃碎塊能做為砂漿中的骨材,砂漿中的膠結材則包括激發後的前驅物。在本發明的一實施例中,玻璃碎塊為經破碎的廢棄平板玻璃、廢棄容器玻璃、廢棄汽車玻璃、廢棄燈管、廢棄映像管或前述兩種以上的組合。換句話說,本發明的一實施例中,玻璃碎塊不需要額外的研磨,只要是破碎後的廢棄玻璃,例如粒徑為0.15毫米~4.76毫米的廢棄玻璃,即可做為本發明實施例中的玻璃碎塊,節省了廢棄玻璃再利用時所需的研磨成本。在本發明一實施例中,玻璃碎塊中含有鋁元素以及矽元素,且玻璃碎塊中的鋁元素與矽元素可以與鹼溶液以及前驅物產生反應,玻璃碎塊中鋁元素與矽元素若具有適當的重量比,能進一步提升砂漿固化物的強度。在一實施例中,玻璃碎塊中的鋁元素與矽元素的重量比值為0.05~0.3,然而本發明不限於此。在其他實施例中,玻璃碎塊中的鋁元素與矽元素的重量比值為0.1~0.2。在一些實施例中,玻璃碎塊中的鋁元素與矽元素的重量比值為0.15~0.25。Referring to FIG. 1, in step S130, the glass pieces are added to the alkali solution to form a mortar. The glass fragments can be used as the aggregate in the mortar, and the cement in the mortar includes the precursor after the excitation. In an embodiment of the invention, the glass fragments are crushed waste flat glass, waste container glass, discarded automobile glass, waste lamp, waste image tube, or a combination of two or more of the foregoing. In other words, in an embodiment of the present invention, the glass fragments do not require additional grinding, as long as the broken waste glass, for example, waste glass having a particle diameter of 0.15 mm to 4.76 mm, can be used as an embodiment of the present invention. The glass pieces in the middle save the grinding cost required for recycling the waste glass. In an embodiment of the invention, the glass fragments contain aluminum and antimony elements, and the aluminum and antimony elements in the glass fragments can react with the alkali solution and the precursor, and the aluminum and antimony elements in the glass fragments are With an appropriate weight ratio, the strength of the mortar cured product can be further improved. In one embodiment, the weight ratio of the aluminum element to the lanthanum element in the glass cullet is from 0.05 to 0.3, although the invention is not limited thereto. In other embodiments, the weight ratio of aluminum element to niobium element in the glass pieces is from 0.1 to 0.2. In some embodiments, the weight ratio of aluminum element to niobium element in the glass pieces is from 0.15 to 0.25.
在本發明的一實施例中,砂漿之流度隨鹼激發膠結材的水膠比提高而上升,但抗壓強度卻隨著砂漿之水膠比提高而下降。在本實施例中,水膠比控制在0.3~0.6時,可製成較佳之砂漿固化物,或者更進一步說,在水膠比為0.35~0.5時,可得工作性更佳且具較高抗壓強度之砂漿固化物,而其中又以水膠比為0.45為最佳值,其所製作出之砂漿固化物具有良好之工作性並且符合結構用之抗壓強度。在本發明的一實施例中,砂漿的水膠比為0.5,固化後的砂漿的抗壓強度為389.1 kgf/cm2 。In an embodiment of the invention, the fluidity of the mortar increases as the water-to-binder ratio of the alkali-activated cement material increases, but the compressive strength decreases as the water-to-gel ratio of the mortar increases. In the present embodiment, when the water-to-binder ratio is controlled at 0.3 to 0.6, a preferred mortar solidified material can be obtained, or, further, when the water-to-binder ratio is 0.35 to 0.5, workability is better and higher. The mortar of the compressive strength has a water-to-binder ratio of 0.45 as the optimum value, and the mortar solidified product has good workability and conforms to the compressive strength of the structure. In an embodiment of the invention, the mortar has a water-to-binder ratio of 0.5, and the cured mortar has a compressive strength of 389.1 kgf/cm 2 .
由於砂漿具有一最佳之拌合時間使試體強度發展至最佳值,超過此最佳伴合時間試體之抗壓強度則開始下降,又拌合溫度越高時,試體拌合之最佳拌合時間將越短。因此,拌合溫度越高將越難控制所需之拌合時間。在本發明的一實施例中,砂漿之拌合溫度與時間可控制為15℃~95℃,拌合時間需大於2分鐘。在其他實施例中,拌合溫度控制為15℃~70℃或是15℃~20℃,使砂漿之拌合過程較易操作。而最佳的拌合溫度則為15℃,拌合時間為5分鐘,減少拌合時所需要的溫度,如此可使砂漿之製程最簡易化,並且在工程上具有更高的應用價值。Since the mortar has an optimal mixing time to make the strength of the test piece develop to the optimum value, the compressive strength of the test piece begins to decrease after the optimum blending time, and the sample is mixed when the mixing temperature is higher. The shorter the optimum mixing time will be. Therefore, the higher the mixing temperature, the more difficult it is to control the desired mixing time. In an embodiment of the invention, the mixing temperature and time of the mortar can be controlled to be 15 ° C to 95 ° C, and the mixing time is required to be greater than 2 minutes. In other embodiments, the mixing temperature is controlled to be 15 ° C to 70 ° C or 15 ° C to 20 ° C to make the mortar mixing process easier to handle. The optimum mixing temperature is 15 ° C, and the mixing time is 5 minutes, which reduces the temperature required for mixing. This makes the mortar process simpler and has higher application value in engineering.
接著,請繼續參照圖1。在步驟S140中,固化砂漿。固化砂將時所使用的養護溫度及養護時間與砂漿固化物的強度有關,一般而言,砂漿的養護溫度越高,養護所需要的時間則越短。例如砂漿在95℃下養護1~14天,即可獲得足夠的強度,然而高溫養護需要額外的能源消耗,而且高溫時不容易控制溫度,導致製程不穩定,因此可以在較低的溫度,例如為65℃下養護3~7天,較容易控制製程,而最佳的製程則為在15℃下養護7天,省去在固化時外加溫度,如此可使砂漿之製程最簡易化,並且在工程上具有更高的應用價值。Next, please continue to refer to Figure 1. In step S140, the mortar is solidified. The curing temperature and curing time used to cure the sand are related to the strength of the mortar cured product. Generally, the higher the curing temperature of the mortar, the shorter the time required for curing. For example, mortar can be cured at 95 ° C for 1 to 14 days to obtain sufficient strength. However, high temperature curing requires additional energy consumption, and it is not easy to control the temperature at high temperatures, resulting in unstable process, so it can be at lower temperatures, for example It is easier to control the process for curing for 3-7 days at 65 °C, and the best process is to cure at 15 °C for 7 days, eliminating the need for external temperature during curing, which makes the process of mortar the most simple, and The project has higher application value.
在本發明一實施例中,砂漿固化物,包括,90 vo%~30 vo%的膠結材,其中膠結材包括鹼激發的前驅物與鹼金屬氧化物;以及10 vo%~70 vo%的玻璃碎塊,填充於膠結材之間。In an embodiment of the invention, the mortar cured product comprises: 90 vo% to 30 vo% of the cement material, wherein the cement material comprises an alkali-excited precursor and an alkali metal oxide; and 10 vo% to 70 vo% of the glass Pieces, filled between the cement.
玻璃碎塊的含量影響了砂漿固化物的工作性及抗壓強度,當玻璃碎塊體積比10 vo%~70 vo%時,均可製成砂漿固化物。但若玻璃碎塊的含量過低,前驅物與鹼金屬氧化物所需的添加量則相對增加,如此會增加廢棄玻璃的前處理成本,因此玻璃碎塊的含量為50 vo%~70 vo%較為適當。然而玻璃碎塊的含量若過高,則漿體之流度低,工作度差,使製模過程中殘留較多空氣及孔洞於砂漿固化物中,進而影響砂漿固化物之抗壓強度且較無實際工程應用價值,當玻璃碎塊的含量為50 vo%時,具有最佳之工作性與抗壓強度,並且能透過添加玻璃碎塊為骨材大量消耗廢玻璃之目的。在本發明的一些實施例中,玻璃碎塊的含量可以是20 vo%、30 vo%、40 vo%、50 vo%或60 vo%。The content of the glass fragments affects the workability and compressive strength of the mortar solidified material. When the volume ratio of the glass fragments is 10 vo% to 70 vo%, the mortar solidified material can be formed. However, if the content of the glass fragments is too low, the amount of the precursor and the alkali metal oxide required is relatively increased, which increases the pretreatment cost of the waste glass, so the content of the glass fragments is 50 vo% to 70 vo%. More appropriate. However, if the content of the glass fragments is too high, the fluidity of the slurry is low and the working degree is poor, so that more air and pores remain in the mortar solidification during the molding process, thereby affecting the compressive strength of the mortar cured product. No practical engineering application value, when the content of glass fragments is 50 vo%, it has the best workability and compressive strength, and can effectively consume waste glass by adding glass fragments. In some embodiments of the invention, the amount of glass fragments may be 20 vo%, 30 vo%, 40 vo%, 50 vo%, or 60 vo%.
在一些實施例中,不同玻璃碎塊添加量之砂漿流度如表1所示。In some embodiments, the mortar fluidity of different amounts of glass chips is as shown in Table 1.
表1
基於上述,本實施例中的砂漿固化物含有大量不需要進行研磨的廢棄玻璃,因此,大量的廢棄玻璃能藉由本發明所消耗掉,達到環境保護的目的。另外,由於砂漿固化物中使用的玻璃碎塊只需要破碎而不需要研磨,因此,大幅的減少了製造砂漿固化物所需的成本。另外,在本實施例中,在將含矽鋁酸鹽晶體之前驅物加入鹼溶液的步驟之後,才將玻璃碎塊加入鹼溶液中,因此,在拌合或固化砂漿時,玻璃碎塊的膨脹程度較小,能提升製造砂漿固化物時的製程的穩定度。Based on the above, the mortar solidified material in the present embodiment contains a large amount of waste glass which does not require grinding, and therefore, a large amount of waste glass can be consumed by the present invention to achieve environmental protection. In addition, since the glass pieces used in the mortar solidification need only be broken without grinding, the cost required for manufacturing the mortar solidified material is greatly reduced. In addition, in the present embodiment, the glass fragments are added to the alkali solution after the step of adding the precursor containing the yttrium aluminate crystals to the alkali solution, and therefore, when the mortar is mixed or solidified, the glass fragments are The degree of expansion is small, which improves the stability of the process when manufacturing mortar cured materials.
圖2為本發明另一實施例的砂漿固化物的製造方法的步驟流程圖。步驟S200、S240分別與圖1所示的步驟S100、S140相同,因此以下不再贅述。2 is a flow chart showing the steps of a method for producing a mortar cured product according to another embodiment of the present invention. Steps S200 and S240 are the same as steps S100 and S140 shown in FIG. 1, and therefore will not be described below.
請繼續參照圖2。在步驟S210中,將前驅物及玻璃碎塊加入鹼溶液中。換句話說,本實施例中的前驅物與玻璃碎塊是同時加入鹼溶液。接著,在步驟S220中,攪拌鹼溶液,以激發前驅物並形成砂漿。Please continue to refer to Figure 2. In step S210, the precursor and the glass pieces are added to the alkali solution. In other words, the precursor and the glass fragments in this embodiment are simultaneously added with an alkali solution. Next, in step S220, the alkali solution is stirred to excite the precursor and form a mortar.
綜上所述,本發明提出的砂漿固化物及其製造方法,砂漿固化物含有大量的廢棄玻璃,因此,大量的廢棄玻璃能藉由本發明所消耗掉,達到環境保護的目的。另外,由於砂漿固化物中使用的玻璃碎塊只需要破碎而不需要研磨,因此,大幅的減少了製造砂漿固化物所需的成本。此外,在一些實施例中,前驅物能在較低的溫度下被激發,且砂漿能在較低的溫度下拌合、固化或陳化,因此,減少了額外的能源消耗,並提升製程的穩定度。In summary, the mortar solidified material and the method for producing the same according to the present invention, the mortar solidified material contains a large amount of waste glass, and therefore, a large amount of waste glass can be consumed by the present invention to achieve the purpose of environmental protection. In addition, since the glass pieces used in the mortar solidification need only be broken without grinding, the cost required for manufacturing the mortar solidified material is greatly reduced. In addition, in some embodiments, the precursor can be excited at a lower temperature and the mortar can be mixed, cured or aged at a lower temperature, thereby reducing additional energy consumption and improving the process. stability.
雖然本發明已以實施例揭露如上,然其並非用以限定本發明,任何所屬技術領域中具有通常知識者,在不脫離本發明的精神和範圍內,當可作些許的更動與潤飾,故本發明的保護範圍當視後附的申請專利範圍所界定者為準。Although the present invention has been disclosed in the above embodiments, it is not intended to limit the present invention, and any one of ordinary skill in the art can make some changes and refinements without departing from the spirit and scope of the present invention. The scope of the invention is defined by the scope of the appended claims.
S100、S110、S120、S130、S140、S200、S210、S220、S240‧‧‧步驟S100, S110, S120, S130, S140, S200, S210, S220, S240‧‧ steps
圖1為本發明一實施例的砂漿固化物的製造方法的步驟流程圖。 圖2為本發明另一實施例的砂漿固化物的製造方法的步驟流程圖。BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a flow chart showing the steps of a method for producing a mortar cured product according to an embodiment of the present invention. 2 is a flow chart showing the steps of a method for producing a mortar cured product according to another embodiment of the present invention.
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