JPH03215334A - Aggregate for discovering crack of concrete - Google Patents
Aggregate for discovering crack of concreteInfo
- Publication number
- JPH03215334A JPH03215334A JP1104790A JP1104790A JPH03215334A JP H03215334 A JPH03215334 A JP H03215334A JP 1104790 A JP1104790 A JP 1104790A JP 1104790 A JP1104790 A JP 1104790A JP H03215334 A JPH03215334 A JP H03215334A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- aggregate
- cracks
- solution
- crack
- 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
- 239000004567 concrete Substances 0.000 title claims abstract description 38
- 239000000126 substance Substances 0.000 claims abstract description 11
- 239000007788 liquid Substances 0.000 claims abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 239000000049 pigment Substances 0.000 claims description 2
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 abstract description 8
- KJFMBFZCATUALV-UHFFFAOYSA-N phenolphthalein Chemical compound C1=CC(O)=CC=C1C1(C=2C=CC(O)=CC=2)C2=CC=CC=C2C(=O)O1 KJFMBFZCATUALV-UHFFFAOYSA-N 0.000 abstract description 8
- 239000004568 cement Substances 0.000 abstract description 7
- 239000002775 capsule Substances 0.000 abstract description 6
- 235000019353 potassium silicate Nutrition 0.000 abstract description 6
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 abstract description 6
- 239000000463 material Substances 0.000 abstract description 5
- 235000019441 ethanol Nutrition 0.000 abstract description 4
- 239000010409 thin film Substances 0.000 abstract description 3
- 238000007789 sealing Methods 0.000 abstract description 2
- 239000000975 dye Substances 0.000 abstract 2
- 238000012360 testing method Methods 0.000 description 8
- 238000001514 detection method Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 238000006243 chemical reaction Methods 0.000 description 3
- 239000003814 drug Substances 0.000 description 3
- 229940079593 drug Drugs 0.000 description 3
- 238000000576 coating method Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000003094 microcapsule Substances 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000004830 Super Glue Substances 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000009658 destructive testing Methods 0.000 description 1
- FGBJXOREULPLGL-UHFFFAOYSA-N ethyl cyanoacrylate Chemical compound CCOC(=O)C(=C)C#N FGBJXOREULPLGL-UHFFFAOYSA-N 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 210000003127 knee Anatomy 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Manufacturing Of Micro-Capsules (AREA)
Abstract
Description
【発明の詳細な説明】
3−1 利用分野と技術的必要性
土木建築分野において、鉄筋コンクリート構造物または
コンクリート構造物の、耐力調査や、破壊機構の解明の
ための試験を行う際には、コンクリートに発生したひび
割れを、詳細に観察しなければならない。試験時に観測
対象となるひび割れは、数ミクロン〜数百ミクロンにわ
たる場合があり、微細な亀裂は発見が極めて困難である
.鉄骨部材などの歪観測のためには、特殊な塗料が開発
されて、塗幕法として実用化されている.しかしコンク
リートは極めて脆く、微小歪でひび割れるため、塗料自
身の弾性範囲内のひび割れを発見することは不可能であ
る。そのためコンクリート部材の破壊試験に塗幕法等を
適用するには限界がある。[Detailed Description of the Invention] 3-1 Field of Application and Technical Needs In the field of civil engineering and construction, when carrying out tests to investigate the strength of reinforced concrete structures or concrete structures or to elucidate the failure mechanism, concrete The cracks that appear on the surface must be closely observed. The cracks observed during testing may range from several microns to several hundred microns, and it is extremely difficult to detect microscopic cracks. Special paints have been developed and put into practical use as a coating method for observing strain on steel members. However, since concrete is extremely brittle and cracks with minute strain, it is impossible to detect cracks within the elastic range of the paint itself. Therefore, there are limits to the application of the coating method etc. to destructive testing of concrete members.
本発明はこのようなコンクリートの亀裂観測を容易番二
行えるよう開発されたものである.3−2 発明の概略
ここに出願する方法は、色素液または空気や水やコンク
リートの成分と反応する液体を、水ガラス等の脆性の材
料で構成したカプセルの中に封入し、さらにコンクリー
ト打設時に損傷することが無いよう、その外側をセメン
ト硬化体の殻で保護したものをコンクリート骨材中に混
入して、試験用部材を制作し、試験時の亀裂観測を能率
よく行う方法である。The present invention was developed to facilitate the observation of cracks in concrete. 3-2 Overview of the invention The method filed herein involves sealing a pigment liquid or a liquid that reacts with air, water, or components of concrete in a capsule made of a brittle material such as water glass, and then placing the liquid in concrete. In this method, the outside of the concrete is protected by a shell of hardened cement to prevent damage, and then mixed into the concrete aggregate to create test members and efficiently observe cracks during testing.
微小な殻の中に薬液を封入しておき、一定の条件下でそ
の殻が破壊、もしくは溶解した時に、内部の薬液が反応
することを利用する事が可能であり、これはマイクロカ
プセルとして医薬品などの分野で既に確立された技術で
ある。よって化学反応レベルでのマイクロカプセルの技
術については、本出願の特許請求範囲に入り得ない。カ
プセルをより大きいものにして強い殻で包み、一定の粒
度分布を持たせ、コンクリート用骨材として土木建築分
野で活用するという、極めて独創的な利用方法について
のものである。It is possible to seal a drug solution inside a microscopic shell and take advantage of the fact that when the shell breaks or dissolves under certain conditions, the drug solution inside reacts. This is a technology that has already been established in fields such as Therefore, microcapsule technology at the chemical reaction level cannot fall within the scope of the claims of this application. This is about an extremely original method of use in which capsules are made larger, wrapped in a strong shell, given a certain particle size distribution, and used as aggregate for concrete in the civil engineering and construction field.
3−3 発明の詳細 図面[1]に亀裂発見用骨材の断面図を示す。3-3 Details of the invention Drawing [1] shows a cross-sectional view of the aggregate for crack detection.
Aは内容薬液であり、発色反応を利用する場合は、コン
クリートの中性化程度の判定に使用される「フェノール
フタレイン1%エチルアルコール溶液」等が適当である
。A is the chemical content, and if a color reaction is used, "phenolphthalein 1% ethyl alcohol solution", which is used to determine the degree of carbonation of concrete, is suitable.
Bは薬液Aを安定に保存するための薄い幕である。かつ
Bはコンクリートのひび割れに伴って破壊しAを流出さ
せるために、コンクリートに近い脆性材料を用いる。水
ガラス等が適当である。A,Bの構成まではマイクロカ
プセルの製造法として、既に実用化された方法が適用可
能であるCはセメント硬化体の殻であり、A.Bを構成
した後、Bの表面を水で濡らし、セメント微粉末中に投
入し増粒回収する。B is a thin curtain for stably preserving drug solution A. In addition, B uses a brittle material similar to concrete in order to break as the concrete cracks and cause A to flow out. Water glass etc. are suitable. Up to the configurations of A and B, methods that have already been put into practical use can be applied as methods for manufacturing microcapsules.C is a shell of a hardened cement body; After composing B, the surface of B is wetted with water, and the B is poured into fine cement powder to be granulated and recovered.
亀裂発見用骨材の全体の寸法Lは0. 15〜5−とし
て、Aの大きさaは0.5L前後、Bの厚さbは数ミク
ロン〜数十ミクロンとする。Cの厚さは約0.25L
とする。The overall dimension L of the aggregate for crack detection is 0. 15-5-, the size a of A is around 0.5L, and the thickness b of B is several microns to several tens of microns. The thickness of C is approximately 0.25L
shall be.
外形は、不定形な砂粒とし細骨材の一部として使用可能
な強度を持たせる。またJIS A 5002号の人工
骨材の規格を満足する粒度分布をもたせる.セメント硬
化体の殻は硬化した後のコンクリートの性質に影響を及
ぼすこと無く、周囲と一体化する。水ガラスのカプセル
は跪く、コンクリートとともに破壊する。試験時にコン
クリートに亀裂が生じると、その亀裂に沿った亀裂発見
用骨材が破壊し、薬液が毛細管現象によって亀裂内に広
がり、部材端や切断面での観察を容易にする。The outer shape is irregularly shaped sand grains and has enough strength to be used as part of fine aggregate. It also has a particle size distribution that satisfies the standards for artificial aggregates in JIS A 5002. The hardened cement shell integrates with its surroundings without affecting the properties of concrete after hardening. The water glass capsule falls to its knees and is destroyed along with the concrete. When cracks occur in concrete during testing, the crack-detecting aggregate along the cracks breaks down, and the chemical solution spreads into the cracks due to capillary action, making it easier to observe the ends of the parts and cut surfaces.
3−4 実施にあたっての留意点
Aは長期間変質しないものでなければならない.Aは色
素溶液や前述のようなフェノールフタレインエチルアル
コール溶液のような反応性のもののどちらでもよいが、
溶媒はコンクリートと親和性のものを選定しなければな
らない。3-4 Point A to keep in mind when implementing the product is that it must not deteriorate over a long period of time. A may be either a dye solution or a reactive solution such as the aforementioned phenolphthalein ethyl alcohol solution, but
The solvent must be selected to be compatible with concrete.
薬液Aが変買したり、または膨張してカプセルを破壊し
ないようコンクリートの温度管理が重要となる。通常の
コンクリートにおいては特に問題はない。It is important to control the temperature of the concrete so that chemical solution A does not change or expand and destroy the capsules. There are no particular problems with ordinary concrete.
フレッシュコンクリート製造時に、粗骨材やミキサーに
よって亀裂発見用骨材の一部が破壊され薬液Aが漏出混
入しても、コンクリートが変質することがないようAを
選定しなければならない。A must be selected so that even if a part of the aggregate for crack detection is destroyed by the coarse aggregate or mixer during the production of fresh concrete and the chemical solution A leaks out and mixes in, the concrete will not change in quality.
3−5 適用および応用方法
Aは単に色素を発するだけでなく、試験目的によって薬
品を変え、カプセル破壊後の反応を積極的に利用するこ
とが可能である。例えばシアノアクリレート系の瞬間接
着剤等を着色封入しておけば、破壊後の亀裂に浸透して
硬化することによる、自己補修機能を持たせる事が可能
である。コンクリートのような脆性材料は、亀裂発生後
は細かく破砕されてしまい、原型をとどめない場合も多
い.一定の破壊が進行し試験作業を停止した時点で、そ
の形状を保存できるという機能は、破壊機構の解明等に
寄与することが大きい。3-5 Application and Application Method A does not only emit a dye, but also allows the chemical to be changed depending on the purpose of the test and the reaction after the capsule is broken to be actively utilized. For example, if a colored instant adhesive such as cyanoacrylate adhesive is filled in, it is possible to provide a self-repair function by penetrating into cracks after destruction and curing. Brittle materials such as concrete are broken into small pieces after cracking, and often do not retain their original shape. The ability to preserve the shape of a test piece after a certain level of failure has progressed and the test operation is stopped greatly contributes to the elucidation of the failure mechanism.
Bは弾性係数や強度がコンクリートに近い物であればよ
く、必ずしも水ガラスである必要はない.Cはまた硬化
した後のモルタルまたは骨材の性質に影響を及ぼすこと
無く、周囲のコンクリート強度に近いものであれば、必
ずしもセメント硬化体でなくてもよい。B can be anything that has an elastic modulus and strength close to that of concrete, and does not necessarily have to be water glass. C does not necessarily have to be a hardened cement product, as long as it does not affect the properties of the mortar or aggregate after hardening and has a strength close to that of the surrounding concrete.
またB, Cは必ずしも別の物質である必要はない。Furthermore, B and C do not necessarily need to be different substances.
薬液Aを保護し、かつコンクリート用人工細骨材として
の性能を備えておれば同一物質で一体化した方が有利で
ある。It is advantageous to integrate them with the same substance as long as it protects the chemical solution A and has the performance as an artificial fine aggregate for concrete.
以上は実験用供試体を主眼に置いて述べたが、経済性を
考慮する必要がなければ、実構造物の監図一(I)は亀
裂発見用骨材の断面図である。The above description has focused on experimental specimens, but if there is no need to consider economic efficiency, the inspection drawing 1 (I) of an actual structure is a cross-sectional view of the aggregate for crack detection.
L; 亀裂発見用骨材の寸法( 0.15〜5■虐》A
; フェノールフタレイン1%エチルアルコール溶液
Aの直径aは約0.5L
B; 水ガラス薄膜 Bの厚みbは数ミクロン〜数十ミ
クロン
C; セメント硬化体の殻 Cの厚みCは約0.25L
これをもって亀裂発見用骨材として発明特許を申請する
。L: Dimensions of aggregate for crack detection (0.15~5cm) A
; Phenolphthalein 1% ethyl alcohol solution
Diameter a of A is approximately 0.5L B; Thickness b of water glass thin film B is several microns to several tens of microns C; Thickness C of hardened cement shell C is approximately 0.25L
With this, we will apply for an invention patent as an aggregate for crack detection.
以上that's all
Claims (1)
後のコンクリートの破壊部位でコンクリートと共に破壊
され、内包する色素液またはコンクリートの成分や水、
あるいは空気中の成分と反応する薬液を放出し、亀裂や
破壊箇所を明瞭にしたり、亀裂を自己補修する働きを持
つ人工骨材。(1) It is mixed into fresh concrete and destroyed together with the concrete at the fracture site of the concrete after hardening, and contains pigment liquid or concrete components and water.
Or artificial aggregates that emit a chemical solution that reacts with components in the air, clarifying cracks and fractured areas, and self-repairing cracks.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1104790A JPH03215334A (en) | 1990-01-19 | 1990-01-19 | Aggregate for discovering crack of concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1104790A JPH03215334A (en) | 1990-01-19 | 1990-01-19 | Aggregate for discovering crack of concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH03215334A true JPH03215334A (en) | 1991-09-20 |
Family
ID=11767121
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1104790A Pending JPH03215334A (en) | 1990-01-19 | 1990-01-19 | Aggregate for discovering crack of concrete |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH03215334A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002175517A (en) * | 2000-09-28 | 2002-06-21 | Eastman Kodak Co | Detection of material defect at ground position |
| CN108395269A (en) * | 2017-02-08 | 2018-08-14 | 协兴建筑科技有限公司 | Water capsule and preparation method thereof, and preparation method and structure of lightweight concrete |
| CN108516771A (en) * | 2018-06-11 | 2018-09-11 | 华南理工大学 | A self-healing concrete structure capable of optimizing the repair environment and its manufacturing method |
| CN110780059A (en) * | 2019-10-15 | 2020-02-11 | 河海大学 | Ultrasonic-triggered auxiliary device and method for cement-based material self-healing microcapsules |
| JP2022029049A (en) * | 2020-08-04 | 2022-02-17 | 株式会社安藤・間 | Capsule admixture |
-
1990
- 1990-01-19 JP JP1104790A patent/JPH03215334A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002175517A (en) * | 2000-09-28 | 2002-06-21 | Eastman Kodak Co | Detection of material defect at ground position |
| EP1193470A3 (en) * | 2000-09-28 | 2003-12-03 | Eastman Kodak Company | Detecting material failures in ground locations |
| US6842534B1 (en) | 2000-09-28 | 2005-01-11 | Itt Manufacturing Enterprises, Inc. | Detecting material failures in ground locations |
| CN108395269A (en) * | 2017-02-08 | 2018-08-14 | 协兴建筑科技有限公司 | Water capsule and preparation method thereof, and preparation method and structure of lightweight concrete |
| CN108516771A (en) * | 2018-06-11 | 2018-09-11 | 华南理工大学 | A self-healing concrete structure capable of optimizing the repair environment and its manufacturing method |
| CN110780059A (en) * | 2019-10-15 | 2020-02-11 | 河海大学 | Ultrasonic-triggered auxiliary device and method for cement-based material self-healing microcapsules |
| JP2022029049A (en) * | 2020-08-04 | 2022-02-17 | 株式会社安藤・間 | Capsule admixture |
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