JPH0656549A - Cured body of cement having continuous open cells - Google Patents
Cured body of cement having continuous open cellsInfo
- Publication number
- JPH0656549A JPH0656549A JP15721392A JP15721392A JPH0656549A JP H0656549 A JPH0656549 A JP H0656549A JP 15721392 A JP15721392 A JP 15721392A JP 15721392 A JP15721392 A JP 15721392A JP H0656549 A JPH0656549 A JP H0656549A
- Authority
- JP
- Japan
- Prior art keywords
- paste
- cement
- water
- aggregate
- sand
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions 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
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/0068—Ingredients with a function or property not provided for elsewhere in C04B2103/00
- C04B2103/0088—Compounds chosen for their latent hydraulic characteristics, e.g. pozzuolanes
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/00758—Uses not provided for elsewhere in C04B2111/00 for agri-, sylvi- or piscicultural or cattle-breeding applications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/74—Underwater applications
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Porous Artificial Stone Or Porous Ceramic Products (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明はCa(OH)2の溶出が
少なく且つ植物、微生物、小動物等の棲息に適した連続
した空隙を有するセメント硬化体に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hardened cement which has a small amount of Ca (OH) 2 eluted and has continuous voids suitable for habitation of plants, microorganisms, small animals and the like.
【0002】[0002]
【従来の技術】従来における透水性コンクリートは水中
で使用(養生)するとCa(OH)2が長期間(例えば
1年間)溶出し、その結果植物、微生物、小動物等はそ
の間棲息困難となるばかりでなく耐久性がそれにより著
しく減少していた。また骨材粒径が大きくなると強度面
から骨材に付着させるペースト厚さを拡大する必要があ
るが結合材にセメントペーストのみを用いたためその限
界があった。一方乾湿が繰返されるような水際に設置さ
れる場合、ペーストの乾燥収縮による耐久性に問題があ
った。2. Description of the Related Art Conventional water-permeable concrete, when used (cured) in water, elutes Ca (OH) 2 for a long period of time (for example, one year), and as a result, plants, microorganisms, small animals, etc. do not only live during that period. Durability was thereby significantly reduced. Further, when the particle size of the aggregate becomes large, it is necessary to increase the thickness of the paste to be attached to the aggregate from the viewpoint of strength, but there was a limit because only cement paste was used as the binder. On the other hand, when it is installed near the water where dry and wet are repeated, there is a problem in durability due to drying shrinkage of the paste.
【0003】[0003]
【発明が解決しようとする課題】本発明は以上の従来の
問題を解決しCa(OH)2の溶出を防止して植物、微
生物、小動物等の棲息に適し及びそれら生物により水を
浄化する連続した空隙を有するセメント硬化体の提供を
目的とする。また、セメントペーストに砂を混合するこ
とによって、経済性と強度および乾燥に対する安定性を
一層向上させることを目的とする。更に強度増加を計る
ため繊維質材料を混入または配置し長期に亘り前記目的
を達成する。The present invention solves the above-mentioned conventional problems and prevents Ca (OH) 2 from being eluted so that it is suitable for habitation of plants, microorganisms, small animals, etc. and purifies water by these organisms. The purpose of the present invention is to provide a hardened cement product having voids. Another object is to further improve the economical efficiency, strength and stability against drying by mixing sand with the cement paste. Further, a fibrous material is mixed or arranged to measure the increase in strength, and the above-mentioned object is achieved for a long period of time.
【0004】[0004]
【課題を解決するための手段】本発明は以上の目的達成
のために 1.活性シリカ,活性アルミナ,スラグ微粉末等ポゾラ
ン質材料の一つまたはその複合物と、水、セメント及び
高性能減水剤またはAE減水剤等化学混和剤を混合した
ペーストに砂を混合して骨材に付着して成形したセメン
ト硬化体 2.高分子エマルジョン(アクリル系,SBR系,酢ビ
系等)セルロース系,アクリル系等の有機質材料の単体
または上記ポゾラン質材料との複合物と、水、セメント
及び減水剤等化学混和剤を混合したペーストに砂を混合
して骨材に付着して成形したセメント硬化体 3.1又は2の硬化体に繊維質材料(金属系,ガラス
系,カーボン,ボロン等)を混合(長さ3mm〜20m
m)または配置(網状物)し一層の強度増加を計った硬
化体を提案するものである。Means for Solving the Problems In order to achieve the above objects, the present invention provides: Aggregate by mixing sand into a paste in which one or a composite of pozzolanic materials such as activated silica, activated alumina, fine slag powder, etc., and water, cement and a chemical admixture such as a high performance water reducing agent or an AE water reducing agent are mixed. 1. Hardened cement that is adhered to and molded Polymer emulsion (acrylic type, SBR type, vinyl acetate type, etc.) Cellulose type, acrylic type, or other organic material alone or a composite with the pozzolanic material is mixed with water, cement, and a chemical admixture such as a water reducing agent. Cement hardened body formed by admixing sand with paste and adhering to an aggregate 3.1 or 2 mixed fibrous material (metal, glass, carbon, boron, etc.) (length: 3 mm to 20 m)
m) or arranged (reticulate material) to further increase the strength.
【0005】[0005]
【実施例】以下本発明の連続した空隙を有するセメント
硬化体を説明する。図1及び図2は本発明のセメント硬
化体を示し、該セメント硬化体(1)は次の工程により
製造される。EXAMPLES The hardened cement product having continuous voids of the present invention will be described below. 1 and 2 show the hardened cement product of the present invention, and the hardened cement product (1) is manufactured by the following steps.
【0006】すなわち第1の工程は活性シリカ等ポゾラ
ン質材料(SiO2またはAl2O3との合計を60%
以上含有していることが望ましい)、水、セメント及び
高性能減水剤(β−ナフタリンスルホン酸ホルマリン縮
合物等)またはAE減水剤を混合してペーストを作る工
程である。ここで活性シリカ等ポゾラン質材料として予
め水に混合させたもの又はSiO2,Al2O3等の溶
液を用いることが望ましい。That is, in the first step, the total amount of pozzolanic material such as activated silica (SiO 2 or Al 2 O 3 is 60%).
It is desirable to contain the above), water, cement and a high-performance water reducing agent (β-naphthalenesulfonic acid formalin condensate or the like) or an AE water reducing agent to form a paste. Here, it is desirable to use, as the pozzolanic material such as activated silica, a mixture of water in advance or a solution of SiO 2 , Al 2 O 3 or the like.
【0007】水:セメント=0.20〜0.45:1
に、活性シリカまたはポゾラン質材料:セメント=0.
10〜0.40:1(但し、スラグ微粉末を用いる場合
0.20〜0.70:1)に及び高性能減水剤:セメン
ト=0.05〜0.03:1に調整する。以上の成分中
活性シリカはセメントの成分(C3S、C2S等)が水
和により生成されるCa(OH)2と反応し1CaO・
mSiO2・nH2O系化合物をまた活性アルミナは、
同様にCa(OH)2と反応し1CaO・mAl2O3
・nH2O系化合物を生成させてCa(OH)2の溶出
を抑制すると共にペースト皮膜をち密化して製造された
セメント硬化体(1)の強度を向上させるものである。
なお蒸気養生やオートクレーブ養生を行うと上記反応は
急激に進行する。Water: Cement = 0.20 to 0.45: 1
, Activated silica or pozzolanic material: cement = 0.
Adjust to 10 to 0.40: 1 (however, 0.20 to 0.70: 1 when using fine slag powder) and superplasticizer: cement = 0.05 to 0.03: 1. Activated silica in the above components reacts with Ca (OH) 2 produced by hydration of cement components (C 3 S, C 2 S, etc.) to produce 1CaO.
mSiO 2 · nH 2 O-based compound and activated alumina are
Similarly, it reacts with Ca (OH) 2 and 1CaO · mAl 2 O 3
It is intended to suppress the elution of Ca (OH) 2 by generating an nH 2 O-based compound and improve the strength of the hardened cement product (1) produced by densifying the paste film.
When steam curing or autoclave curing is performed, the above reaction rapidly progresses.
【0008】従って活性シリカまたは他のポゾラン性物
質の混合比率は一定の前記範囲内とすべきであり、例え
ばこれが少ない場合Ca(OH)2の溶出の抑制が困難
になると共に強度も十分なものとならず逆に多い場合は
Ca(OH)2の溶出の抑制は出来てもかえって強度の
低下をもたらす。活性シリカ,活性アルミナ,スラグ微
粉末等ポゾラン質材料は高分子エマルジョン等の有機質
材料の単体または、ポゾラン質材料との複合材により代
用することが出来る。Therefore, the mixing ratio of the active silica or other pozzolanic substance should be within a certain range, for example, when it is small, it becomes difficult to suppress the elution of Ca (OH) 2 and the strength is sufficient. On the contrary, when the amount is large, the elution of Ca (OH) 2 can be suppressed but the strength is rather lowered. The pozzolanic material such as activated silica, activated alumina, and fine slag powder may be replaced with a simple substance of an organic material such as a polymer emulsion or a composite material with the pozzolanic material.
【0009】次に前記成分中高性能減水剤またはAE減
水剤は水:セメントの比率の抑制を可能にしてセメント
硬化体(1)の強度を向上させると共に前記ペーストの
粘度の調整に用いるものである。このペーストの粘度は
次の工程で述べられる様に骨材(2)への付着厚さ、空
隙(3)の形成等に影響を与えることになり20〜15
0ポアズ(見掛けの粘度)が適当である。次に前記ペー
ストに砂(望ましくは50〜300μm)をペースト:
砂=1:0.2〜0.8Vol.%で混合する。これに
より砂入りペーストの降伏値が上昇し、骨材への付着厚
が一層増加する。Next, the high-performance water-reducing agent or the AE water-reducing agent in the above components is used for controlling the water: cement ratio to improve the strength of the hardened cement (1) and to adjust the viscosity of the paste. . The viscosity of this paste will affect the adhesion thickness to the aggregate (2), the formation of voids (3), etc. as described in the next step.
0 poise (apparent viscosity) is suitable. Then paste sand (preferably 50-300 μm) into the paste:
Sand = 1: 0.2-0.8 Vol. % Mix. As a result, the yield value of the paste containing sand is increased, and the thickness of the paste attached to the aggregate is further increased.
【0010】次に第2の工程であるが、該工程は砂入り
の前記ペーストを骨材(望ましくは13〜20mm以上
の砕石、スラグ、軽量骨材等)(2)に付着しそれらを
硬化させる工程である。このペーストの体積量について
は骨材(2)の空隙体積の20〜70%を埋める程度に
する。The second step is the step of adhering the sand-containing paste to aggregate (preferably crushed stone, slag, lightweight aggregate of 13 to 20 mm or more) (2) and hardening them. It is the process of making. The volume of this paste is such that 20 to 70% of the void volume of the aggregate (2) is filled.
【0011】これは製造されたセメント硬化体(1)に
適度の連続した空隙(3)を形成させるためであり、従
って砂入りぺーストの量が多くなれば空隙(3)の量は
減少する。又ペーストの粘度も重要でありこれが低い場
合は液状になって骨材(2)から垂れ落ち逆に高い場合
は骨材(2)の表面に均一に付着しない。This is for forming an appropriately continuous void (3) in the cement hardened body (1) produced, and therefore the amount of void (3) decreases as the amount of sand-containing paste increases. . The viscosity of the paste is also important, and when it is low, it becomes a liquid and drops from the aggregate (2). On the contrary, when it is high, it does not uniformly adhere to the surface of the aggregate (2).
【0012】セメント硬化体(1)は砂入りのペースト
が用いられるため見掛けの粘度(特に降伏値)を高め比
較的大きな例えば13mm以上の骨材の外周に厚く付着
して分離を起こさず均一な空隙が確保されている。Since the cement hardened product (1) uses a paste containing sand, it raises the apparent viscosity (especially the yield value) and is thickly adhered to the outer periphery of a relatively large aggregate of, for example, 13 mm or more, and does not separate and is uniform. A void is secured.
【0013】これにより水中に用いた場合に微生物のみ
ならず小動物、植物(例えば根をはる大型藻類やアシ
等)の生育が可能となり間接的に水質浄化に役立つ。As a result, when used in water, not only microorganisms but also small animals and plants (for example, macroalgae with roots, reeds, etc.) can grow, which indirectly serves for water purification.
【0014】詳細例は次の通り: (A)水/セメントの比率(W/C)を0.30,活性
シリカ/セメントの比率(SF/C)を0.25に調整
して活性シリカ、水、セメント及び適量の高性能減水剤
を混合したペーストと100〜200μmの砂(S)を
混合したモルタル(C:S=1:0.7重量部の比率)
でφ5×10cmの円柱供試体を作った。これらを30
℃の水中養生28日後重量の4倍の蒸留水中に浸漬して
そのpH測定を行った。Detailed examples are as follows: (A) Activated silica by adjusting the water / cement ratio (W / C) to 0.30 and the activated silica / cement ratio (SF / C) to 0.25. Mortar (C: S = 1: 0.7 parts by weight) in which 100 to 200 μm sand (S) is mixed with a paste in which water, cement, and an appropriate amount of a superplasticizer are mixed.
Then, a cylindrical test piece of φ5 × 10 cm was prepared. 30 of these
After 28 days in water at ℃, the pH was measured by immersing in distilled water of 4 times the weight.
【0015】この実験の結果Ca(OH)2は1CaO
・mSiO2・nH2O系化合物となって活性シリカと
砂を混入しないものに比べ相対的にセメント量を減じp
H値は1.3低下し、その溶出が抑制されていることが
わかった。なおスラグ微粉末を同様にセメント1に対し
0.4の割合で使用した場合pHは1.1低下した。一
方アクリル系エマルジョンを同様にセメント1に対し
0.15の割合で使用した場合pHは1.0低下した。As a result of this experiment, Ca (OH) 2 is 1CaO.
・ Compared with the one that does not mix activated silica and sand as mSiO 2 · nH 2 O-based compound, the amount of cement is relatively reduced.
The H value was reduced by 1.3, and it was found that the elution was suppressed. When slag fine powder was similarly used in a ratio of 0.4 to cement 1, the pH was lowered by 1.1. On the other hand, when the acrylic emulsion was similarly used at a ratio of 0.15 to cement 1, the pH was lowered by 1.0.
【0016】(B)SiO2を86%含有する活性シリ
カ(0.2重量部)を水(0.3重量部)中に分散さ
せ、更にセメント(1重量部)及び高性能減水剤(0.
02重量部)および砂(0.7重量部)を付加混合し1
20ポアズ(見掛けの粘度)のペーストを作った。(B) Activated silica (0.2 parts by weight) containing 86% of SiO 2 is dispersed in water (0.3 parts by weight), and further cement (1 part by weight) and a superplasticizer (0). .
02 parts by weight) and sand (0.7 parts by weight) are added and mixed to obtain 1
A 20 poise (apparent viscosity) paste was made.
【0017】該ペースト(2重量部)と5号砕石(10
重量部)の骨材(2)を混合し直径15cm、高さ30
cmの円柱供試体(圧縮試験用)と断面10×10cm
長さ40cmの角柱供試体(乾燥収縮試験用)を作っ
た。この材令56日後の圧縮強度試験及び乾燥収縮試験
を行った結果一般まぶしセメント硬化休の強度と比較し
て1.4倍となり、乾燥収縮は75%に低減することが
わかった。尚、カーボン繊維(10mm長さ)を上記砂
入りペーストに対し5Vol.%混入した場合、上記セ
メント硬化体の強度は更に1.2倍の強度となった。The paste (2 parts by weight) and crushed stone No. 5 (10
15 parts in diameter and 30 in height by mixing (part by weight) aggregate (2)
cm cylindrical specimen (for compression test) and cross section 10 x 10 cm
A 40 cm long prismatic specimen (for dry shrinkage test) was prepared. As a result of conducting a compressive strength test and a dry shrinkage test 56 days after this age, it was found that the dry shrinkage was 1.4 times as much as the strength of the general dusted cement hardening rest, and the dry shrinkage was reduced to 75%. Carbon fiber (10 mm length) was added to the above sand-containing paste in an amount of 5 Vol. %, The strength of the hardened cement product further increased by 1.2 times.
【0018】[0018]
【発明の効果】本発明の連続した空隙を有するセメント
硬化体の効果は次の通り。 (1)本発明のセメント硬化体は特許請求の範囲に記載
した構成であり、特に砂入りペーストを用いるため大き
な骨材を用いても均質な大きな空隙が確保され目づまり
が少ない。 (2)本発明のセメント硬化体は同上の構成であり、特
に活性シリカ等ポゾラン質物質又は高分子エマルジョン
等の有機質材料またはポゾラン質との複合系材料を含有
するためCa(OH)2の溶出が少なく植物、微生物、
小動物等の棲息に適す。 (3)本発明のセメント硬化体は同上の構成であり、特
に砂入りペーストを骨材に付着して硬化させたものであ
るため均質な連続した空隙が形成されて植物、微生物、
小動物等の棲息に適する。 (4)本発明のセメント硬化体は同上の構成であり、特
に内外部とも凹凸を有して成形されているため上記生物
の付着または棲息を早め間接的に水が内部空隙を通過し
て浄化される。 (5)本発明のセメント硬化体は砂入りのため経済的に
して乾燥収縮が少なく、乾湿に対する抵抗性が大きい。 (6)本発明のセメント硬化体は繊維質材料を混入また
は配置することにより一層の強度増加を計ることができ
る。The effects of the hardened cement product having continuous voids of the present invention are as follows. (1) The hardened cement product of the present invention has the structure described in the claims. Particularly, since the paste containing sand is used, even if a large aggregate is used, uniform large voids are secured and clogging is reduced. (2) The hardened cement product of the present invention has the same constitution as above, and in particular, it contains Ca (OH) 2 elution because it contains an organic material such as activated silica or a pozzolanic substance or a composite material with a pozzolanic substance. Less plants, microbes,
Suitable for small animals. (3) The hardened cement product of the present invention has the same constitution as described above, and in particular, since the paste containing sand is adhered and hardened on the aggregate, homogeneous continuous voids are formed, so that plants, microorganisms,
Suitable for small animals. (4) The hardened cement product of the present invention has the same constitution as above, and in particular, because it is molded with unevenness both inside and outside, it accelerates the attachment or habitation of the above organisms and indirectly purifies water by passing through internal voids. To be done. (5) The hardened cement product of the present invention is economically economical because it contains sand, and has little drying shrinkage, and has high resistance to dryness and humidity. (6) The hardened cement of the present invention can further increase the strength by mixing or arranging a fibrous material.
【図1】本発明のセメント硬化体の斜視図FIG. 1 is a perspective view of a hardened cement product of the present invention.
【図2】同上セメント硬化体の拡大断面図FIG. 2 Same as above Enlarged cross-sectional view of hardened cement
1 セメント硬化体 2 骨材 3 空隙 4 砂入りペースト 5 繊維 1 Cement hardened body 2 Aggregate 3 Void 4 Sand-containing paste 5 Fiber
Claims (3)
等ポゾラン質材料の一つまたはその複合物と、水、セメ
ント及び高性能減水剤またはAE減水剤等化学混和剤を
混合したペーストに砂を混合して骨材に付着して成形し
たセメント硬化体1. Sand is added to a paste in which one of a pozzolanic material such as activated silica, activated alumina, slag fine powder or a composite thereof and water, cement and a chemical admixture such as a high performance water reducing agent or an AE water reducing agent are mixed. Cement hardened body mixed and adhered to aggregate and molded
リル系等の有機質材料の単体または上記ポゾラン質材料
との複合物と、水、セメント及び減水剤等化学混和剤を
混合したペーストに砂を混合して骨材に付着して成形し
たセメント硬化体2. Sand is mixed with a paste in which a simple substance of an organic material such as a polymer emulsion, a cellulosic material, an acrylic material or a composite with the above pozzolanic material, and a chemical admixture such as water, cement and a water reducing agent are mixed. Hardened cement molded by adhering to aggregate
合または配置した硬化体3. A cured product obtained by mixing or arranging a fibrous material with the cured product according to claim 1 or 2.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15721392A JPH0656549A (en) | 1992-05-01 | 1992-05-01 | Cured body of cement having continuous open cells |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15721392A JPH0656549A (en) | 1992-05-01 | 1992-05-01 | Cured body of cement having continuous open cells |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0656549A true JPH0656549A (en) | 1994-03-01 |
Family
ID=15644689
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15721392A Pending JPH0656549A (en) | 1992-05-01 | 1992-05-01 | Cured body of cement having continuous open cells |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0656549A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113155567A (en) * | 2021-04-20 | 2021-07-23 | 浙江科技学院 | Hollow cylinder sample MICP curing sample preparation instrument and sample preparation method |
-
1992
- 1992-05-01 JP JP15721392A patent/JPH0656549A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113155567A (en) * | 2021-04-20 | 2021-07-23 | 浙江科技学院 | Hollow cylinder sample MICP curing sample preparation instrument and sample preparation method |
CN113155567B (en) * | 2021-04-20 | 2024-05-10 | 浙江科技学院 | Hollow cylinder sample MICP curing sample preparation instrument and sample preparation method |
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