JP2006321685A - Microencapsulated concrete-mixing type cement crystal forming and proliferating accelerator, and method of forming and proliferating cement crystal using the same - Google Patents
Microencapsulated concrete-mixing type cement crystal forming and proliferating accelerator, and method of forming and proliferating cement crystal using the same Download PDFInfo
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- JP2006321685A JP2006321685A JP2005146717A JP2005146717A JP2006321685A JP 2006321685 A JP2006321685 A JP 2006321685A JP 2005146717 A JP2005146717 A JP 2005146717A JP 2005146717 A JP2005146717 A JP 2005146717A JP 2006321685 A JP2006321685 A JP 2006321685A
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- 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
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/06—Inhibiting the setting, e.g. mortars of the deferred action type containing water in breakable containers ; Inhibiting the action of active ingredients
- C04B40/0641—Mechanical separation of ingredients, e.g. accelerator in breakable microcapsules
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- 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
- C04B20/00—Use 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
- C04B20/10—Coating or impregnating
- C04B20/1051—Organo-metallic compounds; Organo-silicon compounds, e.g. bentone
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- 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
- C04B20/00—Use 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
- C04B20/10—Coating or impregnating
- C04B20/1055—Coating or impregnating with inorganic materials
- C04B20/107—Acids or salts thereof
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- 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
- C04B2103/10—Accelerators; Activators
Abstract
Description
本発明は時間差発効性のマイクロカプセル化コンクリート混和型セメント結晶生成増殖促進剤と、これを利用したセメント結晶生成・増殖促進方法に関する。 The present invention relates to a microencapsulated concrete-mixed cement crystal formation and growth accelerator having a time difference effect, and a cement crystal formation and growth promotion method using the same.
新設されるコンクリート構造物に共通する最大の問題点は、打設されたコンクリートの初期硬化過程以降に発生する、ひび割れや各種の継目等の、主としてコンクリートの不連続面における漏水である。 The biggest problem common to new concrete structures is water leakage mainly at the discontinuous surface of concrete, such as cracks and various seams, which occurs after the initial hardening process of the placed concrete.
このような問題に対して従来の混和剤では、確実性のある止水効果は期待できないのが実態である。その理由は、従来の混和剤はひび割れ・漏水等の変状が発生する前のコンクリート打設直後の早い時期に既に反応を終わってしまっている、あるいは、打設コンクリート自身のブリージング余剰水や打設場所での流出水等によって混和剤かその成分が流失し、その効果が減殺される等である。 In fact, the conventional admixture cannot be expected to have a reliable water-stopping effect against such problems. The reason for this is that conventional admixtures have already finished the reaction immediately after the concrete is placed before the occurrence of deformation such as cracking or water leakage, or the excess water or the watering of the cast concrete itself. The admixture or its components are washed away by the spilled water at the installation site, and the effect is diminished.
このため後追い的対応策である物理的止水工法として、樹脂系材料等の表面被覆材や充填材による塗布、充填を施すのが一般的である。しかし、それらの材料や工法の性格上、長期にわたって効果を維持することは困難である。したがって、上述の基本的で最大の問題は未解決のままである。 For this reason, as a physical water stop method as a follow-up countermeasure, it is common to apply and fill with a surface coating material such as a resin-based material or a filler. However, it is difficult to maintain the effect over a long period due to the nature of these materials and construction methods. Thus, the basic and biggest problem described above remains unresolved.
本発明は、前述のような問題にかんがみ、新設されるコンクリート構造物において、打設されたコンクリートの、主としてその初期硬化過程以降に発生するコンクリート不連続面を含む漏水を伴う各種変状に対し、確実性のある効果的な混和型高性能セメント結晶生成・増殖促進剤とその利用方法を提供することを目的とする。 In view of the above-described problems, the present invention is intended to cope with various deformations of a concrete structure to be newly installed, including water leakage including a concrete discontinuity surface that occurs mainly after the initial hardening process of the placed concrete. An object of the present invention is to provide a reliable and effective admixture-type high-performance cement crystal formation / growth promoter and its utilization method.
本発明の混和型高性能セメント結晶生成・増殖促進剤のうち請求項1に係るものは、コンクリートのセメント結晶の生成・増殖を促進または助援する触媒性化合物、及び助触媒性化合物、または結晶構成元素化合物を芯物質として皮膜物質に内包したマイクロカプセルとしてなることを特徴とする。 Among the admixture-type high-performance cement crystal formation / growth promoters according to the present invention, the one according to claim 1 is a catalytic compound that promotes or supports the formation / growth of concrete cement crystals, and a co-catalytic compound, or crystal It is characterized by being a microcapsule in which a constituent element compound is contained in a coating substance as a core substance.
同請求項2に係るものは、請求項1の混和型高性能セメント結晶生成・増殖促進剤において、前記マイクロカプセルが、前記芯物質の特性に応じたタイミングで該芯物質を一時放出あるいは緩徐放出可能であることを特徴とする。 According to the second aspect of the present invention, there is provided the admixture-type high-performance cement crystal production / growth promoting agent according to the first aspect, wherein the microcapsules release the core material temporarily or slowly at a timing according to the characteristics of the core material. It is possible.
同請求項3に係るものは、請求項1または2の混和型高性能セメント結晶生成・増殖促進剤において、前記マイクロカプセルの直径が1mm程度であることを特徴とする。 According to the third aspect of the present invention, the microcapsule has a diameter of about 1 mm in the admixture type high performance cement crystal production / growth promoter of the first or second aspect.
同請求項4に係るものは、請求項1または2の混和型高性能セメント結晶生成・増殖促進剤において、前記マイクロカプセルの直径が1mm以下であることを特徴とする。 The invention according to claim 4 is characterized in that, in the admixing type high performance cement crystal production / growth promoter of claim 1 or 2, the diameter of the microcapsules is 1 mm or less.
同請求項5に係るものは、請求項1ないし4のいずれかの混和型高性能セメント結晶生成・増殖促進剤において、前記皮膜物質が、セメント結晶の構成要素であるシリカ、炭酸カルシウム等、あるいは合成高分子材料、シリコーン等であることを特徴とする。 In the admixture-type high-performance cement crystal production / growth promoter according to any one of claims 1 to 4, the coating substance is a component of cement crystal such as silica, calcium carbonate, or the like. It is a synthetic polymer material, silicone or the like.
本発明のセメント結晶生成・増殖促進方法のうち請求項6に係るものは、請求項1ないし5のいずれかの混和型高性能セメント結晶生成・増殖促進剤を生コンクリートに混和し、前記マイクロカプセルから前記芯物質を一時放出あるいは緩徐放出して、コンクリートの初期硬化以降の効果的時期、必要な部位に必要なセメント結晶を生成・増殖してコンクリートの不透水化、高耐久性化を行うことを特徴とする。 Among the cement crystal formation / growth promoting methods according to the present invention, the method according to claim 6 is characterized in that the mixing type high performance cement crystal production / growth promoting agent according to any one of claims 1 to 5 is mixed with fresh concrete, and the microcapsules The core material is temporarily released or slowly released from the base, and the effective time after the initial hardening of the concrete is generated, and the necessary cement crystals are generated and propagated in the necessary parts to make the concrete impervious and highly durable. It is characterized by.
同請求項7に係るものは、請求項1ないし5のいずれかの混和型高性能セメント結晶生成・増殖促進剤を生コンクリートに混和し、内包した触媒性化合物その他の芯物質を、所要のタイミングまで生コンクリート内で安定的に保護、保持するとともに、前記芯物質放出制御機能に応じて前記芯物質それぞれの特性に応じた必要なタイミングで前記マイクロカプセルから前記芯物質を一時放出あるいは緩徐放出して、コンクリートの初期硬化以降の所要の時期、必要な部位に必要なセメント結晶を生成・増殖してコンクリートの不透水化、高耐久性化を行うことを特徴とする。 According to claim 7, the admixture-type high-performance cement crystal formation / growth promoter according to any one of claims 1 to 5 is mixed with ready-mixed concrete, and the encapsulated catalytic compound or other core substance is added to the required timing. Until the core material is temporarily released or slowly released from the microcapsules at a necessary timing according to the characteristics of the core material according to the core material release control function. In addition, it is characterized in that the concrete is made impermeable and highly durable by generating and multiplying the necessary cement crystals at the required site after the initial hardening of the concrete.
すなわち本発明に係る時間差発効性のコンクリート混和型セメント結晶生成・増殖促進剤は、セメント結晶生成・増殖を促進する触媒性化合物ないしはその作用を助長する助触媒性化合物、あるいはセメント結晶構成元素を含む化合物等を芯物質としてマイクロカプセル化していることを特徴とする。 That is, the time-efficiency concrete admixture type cement crystal formation / growth promoter according to the present invention includes a catalytic compound that promotes cement crystal generation / growth, a co-catalytic compound that promotes the action, or a cement crystal constituent element. It is characterized by being microencapsulated with a compound or the like as a core substance.
また水酸化カルシウム等と容易に反応し、炭酸カルシウムを生成して止水性を示す炭酸塩も加えることができる。 Carbonate which reacts easily with calcium hydroxide or the like to produce calcium carbonate and exhibits water-stopping property can also be added.
マイクロカプセルに芯物質として内包させる触媒性化合物、ないしはその作用を助援する助触媒性化合物、あるいはセメント結晶構成元素を含む化合物等は、前述した特許文献1(特公平05−027595号公報:特許第1815985号)にも開示されている、複数のカルボキシル基を持つ有機酸またはその塩、またそれと同等か近似の性能を持つ酸とその塩であれば、全て適用が可能である。また前述した特許文献2(特開2005−060165号公報)に開示されている複数のカルボキシル基を持つ有機酸のカルシウム塩、または無機リン酸系カルシウム錯塩化合物、またこれらと同等もしくは近似の性能をもつカルシウム塩も適用が可能である。 A catalytic compound to be encapsulated in a microcapsule as a core substance, a co-catalytic compound that assists the action, or a compound containing a cement crystal constituent element is disclosed in Patent Document 1 (Japanese Patent Publication No. 05-027595: Patent). No. 1815985) is applicable to organic acids having a plurality of carboxyl groups or salts thereof, or acids having the same or similar performance and salts thereof. Further, a calcium salt of an organic acid having a plurality of carboxyl groups or an inorganic phosphate-based calcium complex compound disclosed in Patent Document 2 (Japanese Patent Laid-Open No. 2005-060165) described above, and performance equivalent to or similar to these The calcium salt possessed is also applicable.
さらに、芯物質としては、セメント結晶を構成する主元素であるカルシウム及びケイ素の化合物である水酸化カルシウム、炭酸カルシウム、硫酸カルシウム等及び微粒子シリカ、フライアッシュシリカ、あるいは高炉スラグ微粉末等を挙げることができる。 In addition, examples of the core material include calcium hydroxide, calcium carbonate, calcium sulfate, etc., which are the main elements constituting the cement crystal, fine particle silica, fly ash silica, or fine powder of blast furnace slag. Can do.
上述の芯物質が、マイクロカプセルからその放出制御機能の設定時期に従って放出されると、下に示す触媒性化合物による基本的セメント結晶生成反応にメカニズムないしは、それに準じた生成反応によってセメント結晶を生成し、生成したセメント結晶の増殖を促進させる。
またマイクロカプセルについては、その大きさが直径1mm程度かそれ以下の適宜な大きさであればよく、皮膜(壁)材質は無機材料、合成高分子材料、あるいは自然界に産出される材料等であって、コンクリートの物性に特に有害とされるものを除けば、広範囲なものが適用可能である。 In addition, the microcapsules may have an appropriate size of about 1 mm in diameter or less, and the film (wall) material may be an inorganic material, a synthetic polymer material, a material produced in nature, or the like. In addition, a wide range of materials can be applied except those that are particularly harmful to the physical properties of concrete.
このようなマイクロカプセル使用雰囲気はアルカリ性であり、その温度は打設コンクリートの温度内である。このようなコンクリート雰囲気内においては、コンクリートの初期の硬化以降にあって、上述した芯物質が必要とされるタイミングに、一時にあるいは緩徐にマイクロカプセル内から芯物質が放出されるように設定する。このことは、マイクロカプセルが本来持っている基本的機能、基本特性内における調整であり、皮膜(壁)材質の選定とその膜(壁)厚の設定によって特段の問題なく可能である。 The atmosphere in which such microcapsules are used is alkaline, and the temperature is within the temperature of the cast concrete. In such a concrete atmosphere, the core material is set to be released from the inside of the microcapsule once or slowly at the timing when the above-mentioned core material is required after the initial hardening of the concrete. . This is an adjustment within the basic functions and basic characteristics inherent to the microcapsule, and can be achieved without any particular problem by selecting the film (wall) material and setting the film (wall) thickness.
一般的で身近な皮膜材質としては、セメント結晶の構成要素であるシリカ、炭酸カルシウム等、あるいは巾広い汎用性を持つ合成高分子材料、シリコーン等を採用することができる。 As a general and familiar film material, silica, calcium carbonate or the like, which is a component of cement crystal, or a synthetic polymer material having a wide versatility, silicone, or the like can be used.
本発明は、新設構造物の新しく打設されるコンクリートの確実性のある恒久的不透水化、長寿命化を企図する混和型の高性能セメント結晶生成・増殖促進剤であり、セメント結晶生成・増殖を促進ないしは助援する触媒性化合物をマイクロカプセルに芯物質として内包し、生コンクリートに混和させることにより、従来剤に比べて出色の特性を示す。すなわち、コンクリート打設後のブリージング水、あるいは地中、地下構造物等にあっては流出水等によって芯物質が発効するまでに、結晶生成・増殖に係る機能を滅失、失効していた欠点を解決でき、各芯物質を安定的に保持するとともに、打設コンクリートの初期硬化以降に生じるひび割れ、漏水等の結晶生成・増殖の必要のある部位、時期にマイクロカプセルから放出される触媒性化合物をはじめとするセメント結晶生成・増殖促進剤の発効により、確実性のある不透水化効果を得る。 The present invention is an admixture-type high-performance cement crystal formation / proliferation promoter intended for reliable permanent impermeability and long life of newly placed concrete in a new structure. Catalytic compounds that promote or support growth are encapsulated in microcapsules as a core material and mixed with ready-mixed concrete, thereby exhibiting color development characteristics compared to conventional agents. In other words, in the case of breathing water after concrete placement, or in underground or underground structures, the function related to crystal formation / growth has been lost or expired before the core substance is activated by the outflow water. It is possible to solve the problem, while holding each core material stably, and the catalytic compound released from the microcapsule at the site where crack formation, water leakage and other crystals need to be generated and proliferated after the initial hardening of the cast concrete. A certain water impermeability effect is obtained by the effect of the cement crystal formation / growth promoter.
以下本発明に係る時間差発効性のコンクリート混和型セメント結晶生成・増殖促進剤とこれを用いたセメント結晶生成・増殖促進方法についての最良の形態を、本願発明者等が行った実験例と図を参照して説明する。 Examples of experiments and figures conducted by the inventors of the present invention on the best mode of a cement admixture-type cement crystal formation / growth promoting agent having a time difference effect according to the present invention and a cement crystal generation / growth promoting method using the same are shown below. The description will be given with reference.
まず、通常配合の生コンクリート(設計基準強度24N/mm2)において、配合セメントに対し、
(a)200ppmの濃度となるように2価のカルボン酸であるフマール酸をシリカを皮膜としてマイクロカプセル化(平均粒径200マイクロメートル、平均皮膜厚10マイクロメートル)して混和したもの、
(b)同じく200ppmとなるようにフマール酸を混和したもの、
の2種類の配合コンクリートで円柱型供試体(直径30cm、高さ20cm)各2体を作り、型枠内で、一般的な環境条件下で気乾養生後、材令5日で割裂法により貫通、ひび割れ(巾0.1mm程度)を発生させた。
First, in the ready-mixed concrete (design standard strength 24N / mm 2 ),
(A) A fumaric acid which is a divalent carboxylic acid so as to have a concentration of 200 ppm is microencapsulated using silica as a film (average particle diameter 200 micrometers, average film thickness 10 micrometers), and mixed,
(B) A mixture of fumaric acid so as to be 200 ppm,
Two columnar specimens (diameter 30 cm, height 20 cm) are made of two types of blended concrete, and air-cured under normal environmental conditions in the mold, after 5 days of material age, by splitting method Penetration and cracks (width of about 0.1 mm) were generated.
図1は、それぞれの円柱型供試体1にクラック3を作るために用いる圧縮強度測定装置2を概念的に示す。図2は、クラック3を試験に供するのに適当な幅で確保するためにホース・バンド4を用いて調節する状態を示す概念図である。ホース・バンド4の締め付けの強弱を調節し、クラック3の幅は画像解析装置を用いて円柱型供試体1の上面、下面ともに測定して調整した。 FIG. 1 conceptually shows a compressive strength measuring device 2 used to make a crack 3 in each cylindrical specimen 1. FIG. 2 is a conceptual diagram showing a state in which the crack 3 is adjusted using the hose band 4 in order to secure the crack 3 with an appropriate width for use in the test. The tightening strength of the hose band 4 was adjusted, and the width of the crack 3 was adjusted by measuring both the upper and lower surfaces of the cylindrical specimen 1 using an image analyzer.
ついで、図3に示すような止水性試験装置5にセットした。セットに当たってはひび割れ以外からの円柱型供試体1内への浸水、漏水を防止するため、後述のようにシール処理した。図3において6は給水タンクであり、水道からの給水により水位を一定に保ち得るようにしてある。また図中7はポンプ、8は加圧用の水筒、9は給水管、10は試料保持体、11は漏水受け、12は給水タンク6への戻り配管である。試料保持体10内へ挿入する試料1の外周には、例えばパラフィンとロジンを1:1で混合させたシール材を施して、水密を保っている。 Subsequently, it set to the water-stop test apparatus 5 as shown in FIG. In setting, in order to prevent water intrusion and leakage into the cylindrical specimen 1 from other than cracks, sealing was performed as described below. In FIG. 3, 6 is a water supply tank, which can keep the water level constant by supplying water from the water supply. In the figure, 7 is a pump, 8 is a water bottle for pressurization, 9 is a water supply pipe, 10 is a sample holder, 11 is a water leak receiver, and 12 is a return pipe to the water supply tank 6. For example, a sealing material in which paraffin and rosin are mixed at a ratio of 1: 1 is applied to the outer periphery of the sample 1 to be inserted into the sample holder 10 to maintain watertightness.
止水性試験方法は、加水圧が2kgf/cm2となるように調整し、経時的にひび割れ反対側からの時間当たりの漏水量を測定した。 The water-stopping test method was adjusted such that the water pressure was 2 kgf / cm 2, and the amount of water leakage per hour from the side opposite to the crack was measured over time.
試験結果を図4に示す。図からわかるように、試験開始直後は
(a)マイクロカプセル化触媒性化合物配合体2体、
(b)マイクロカプセル化無し触媒性化合物配合体2体
の4体の供試体とも、漏水量は大体70ミリリットル/分前後と似通った数値であったが、2時間経過以後は顕著な差異を示すようになり、(b)の2体が緩やかな漸減傾向を示すのに比し、(a)のマイクロカプセル付きの2体は試験開始直後100〜120時間で完全な止水状態を示した。
The test results are shown in FIG. As can be seen from the figure, immediately after the start of the test, (a) two microencapsulated catalytic compound blends,
(B) The leakage amount of the four specimens of the two catalytic compound blends without microencapsulation was a value similar to about 70 ml / min, but shows a remarkable difference after 2 hours. The two bodies with microcapsules in (a) showed complete water stoppage in 100 to 120 hours immediately after the start of the test, as compared with the two bodies in (b) showing a gradual decreasing tendency.
144時間の止水性試験後、各供試体1を完全に割裂し、ひび割れ中央部を軸方向(高さ方向)に(1)入口、(2)中央(10cm)、(3)出口の3カ所でひび割れ面から1Cmの深さで資料を採取し、各供試体での触媒性化合物の残留濃度を分析した。そこ結果を図5の表に示す。なお、分析方法はUV検出器によるイオンクロマトグラフィーによる定量分析とした。 After the water-stopping test for 144 hours, each specimen 1 was completely split, and the central part of the crack was axially (height direction) (1) inlet, (2) center (10 cm), (3) three outlets The material was collected at a depth of 1 Cm from the cracked surface, and the residual concentration of the catalytic compound in each specimen was analyzed. The results are shown in the table of FIG. The analysis method was quantitative analysis by ion chromatography using a UV detector.
これらの試験成績及び分析結果から、セメント結晶の生成・増殖を促進または助援する触媒性化合物、助触媒性化合物をマイクロカプセル化して混和することが、打設コンクリートのセメント結晶の増殖効果、即ち止水性効果に極めて有効な手法であると言える。 From these test results and analysis results, the catalytic compound that promotes or supports the formation and growth of cement crystals, and the microencapsulation of the co-catalytic compound can be mixed, that is, the growth effect of the cement crystals of the cast concrete, that is, It can be said that this is a very effective technique for the water-stop effect.
すなわち、セメント結晶生成・増殖を促進ないしは助援する触媒性化合物をマイクロカプセルに芯物質として内包し、新しく打設される生コンクリートに混和させることにより、コンクリート打設後のブリージング水、あるいは地中、地下構造物等にあっては流出水等によって芯物質が発効するまでに、結晶生成・増殖に係る機能を滅失、失効することがなく、各芯物質を安定的に保持するとともに、打設コンクリートの所期硬化以降に生じるひび割れ、漏水等の結晶生成・増殖の必要のある部位、時期にマイクロカプセルから放出される触媒性化合物をはじめとするセメント結晶生成・増殖促進剤の発効により、確実性のある不透水化効果が得られる。 In other words, a catalytic compound that promotes or supports cement crystal formation / growth is encapsulated in a microcapsule as a core material and mixed with freshly placed ready-mixed concrete. In the case of underground structures etc., the core material is not lost or expired until the core material is activated by the outflow water, etc., and each core material is stably held and placed. Certain parts of the concrete that need to be crystallized and proliferated, such as cracks and water leaks after the initial hardening, and cement crystal generation and growth accelerators, including catalytic compounds released from the microcapsules at certain times, ensured A water-impervious effect can be obtained.
1:試料
2:圧縮強度測定装置
3:クラック
4:ホース・バンド
5:漏水試験器
6:給水タンク
7:ポンプ
8:加圧用の水筒
9:給水管
10:試料保持体
11:漏水受け
12:戻り配管
1: Sample 2: Compressive strength measuring device 3: Crack 4: Hose band 5: Water leakage tester 6: Water supply tank 7: Pump 8: Water bottle 9 for pressurization 9: Water supply pipe 10: Sample holder 11: Water leakage receiver 12: Return piping
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WO2009140836A1 (en) * | 2008-05-20 | 2009-11-26 | 深圳大学 | A self repairing concrete containing microcapsules of polyurea resin and producing method thereof |
WO2009140835A1 (en) * | 2008-05-20 | 2009-11-26 | 深圳大学 | A self repairing concrete containing microcapsules of polyurethane and producing method thereof |
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JP2010150061A (en) * | 2008-12-24 | 2010-07-08 | Yuzuru Kuramoto | Slow-acting admixture-type high-performance promoter of formation and growth of cement crystal, method for promoting formation and growth of cement crystal in slow-acting manner and concrete structure |
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WO2009140836A1 (en) * | 2008-05-20 | 2009-11-26 | 深圳大学 | A self repairing concrete containing microcapsules of polyurea resin and producing method thereof |
WO2009140835A1 (en) * | 2008-05-20 | 2009-11-26 | 深圳大学 | A self repairing concrete containing microcapsules of polyurethane and producing method thereof |
WO2009140837A1 (en) * | 2008-05-20 | 2009-11-26 | 深圳大学 | A self repairing concrete containing microcapsules of urea formaldehyde resin and producing method thereof |
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