JP4499435B2 - Container for concrete repair agent and method for producing the same - Google Patents
Container for concrete repair agent and method for producing the same Download PDFInfo
- Publication number
- JP4499435B2 JP4499435B2 JP2004017164A JP2004017164A JP4499435B2 JP 4499435 B2 JP4499435 B2 JP 4499435B2 JP 2004017164 A JP2004017164 A JP 2004017164A JP 2004017164 A JP2004017164 A JP 2004017164A JP 4499435 B2 JP4499435 B2 JP 4499435B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- repair agent
- core material
- container
- container body
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Lining And Supports For Tunnels (AREA)
- Working Measures On Existing Buildindgs (AREA)
Description
本発明は、コンクリートに発生したひび割れをコンクリート自体で補修するコンクリートの自己補修技術に関わり、特にひび割れを補修するための補修剤を内包してコンクリート中に予め埋設されることによりひび割れ発生時に破断して補修剤をコンクリート中に放出するための容器体およびその製造方法に関する。 The present invention relates to a concrete self-repair technology for repairing a crack generated in concrete with the concrete itself, and in particular, it includes a repair agent for repairing the crack and is embedded in the concrete in advance to break when the crack occurs. The present invention relates to a container body for releasing a repair agent into concrete and a method for producing the same.
コンクリートに発生するひび割れ(亀裂、クラック)をコンクリート自体で補修するという自己補修方法がたとえば特許文献1に開示されている。これは、コンクリートと同等の脆性材料により形成した管路網をコンクリート中に内蔵させてその管路網に補修液を流通可能な状態で満たしておくことにより、ひび割れの発生位置において管路網が自ずと破断してそこから補修液が流出して硬化し、それにより自ずとひび割れの補修がなされるというものである。
特許文献1では、補修液を満たしておく管路網をコンクリートと同等の脆性材料、たとえば水ガラスやセメント硬化体、パラフィンワックス、各種の樹脂等により形成するとされているが、その具体的な構成や製造方法については言及されていない。 In Patent Document 1, it is said that the pipeline network that fills the repair liquid is formed of a brittle material equivalent to concrete, such as water glass, hardened cement, paraffin wax, various resins, and the like. No mention is made of or manufacturing methods.
上記事情に鑑み、本発明は、補修剤を内包してコンクリート中に予め埋設しておくための有効適切な容器体とその製造方法を提供することを目的としている。 In view of the above circumstances, an object of the present invention is to provide an effective and appropriate container body for embedding a repair agent and preliminarily embedded in concrete, and a method for manufacturing the same.
請求項1の発明は、コンクリートに発生するひび割れを補修するための補修剤を内包してコンクリート中に予め埋設されることにより、ひび割れ発生時に破断して補修剤をコンクリート中に放出するコンクリート補修剤の容器体であって、パイプ状あるいはカプセル状に巻かれて形成されてその内部に補修剤を内包し得る収容空間を確保するように形状が維持されかつひび割れ発生時に変形可能な芯材と、芯材の表層部に形成されて前記収容空間に補修剤を保持しかつひび割れ発生時に前記芯材の変形により破断して前記補修剤を前記収容空間から放出可能なコーティング層からなることを特徴とするものである。 The invention according to claim 1 is a concrete repairing agent that includes a repairing agent for repairing cracks generated in concrete and is embedded in the concrete in advance, so that it breaks when cracking occurs and releases the repairing agent into the concrete. A core body that is formed by being wound into a pipe shape or a capsule shape , the shape of which is maintained so as to secure an accommodating space in which a repair agent can be contained, and which can be deformed when a crack occurs, It is formed of a coating layer that is formed on the surface layer portion of the core material, holds the repair agent in the accommodation space, and breaks due to deformation of the core material when cracking occurs and can release the repair agent from the accommodation space. To do.
請求項2の発明は、上記の芯材を網状体、螺旋状体、織物、不織布、紙材のいずれかにより形成することを特徴とするものである。 The invention of claim 2 is characterized in that the core material is formed of any one of a net-like body, a spiral body, a woven fabric, a non-woven fabric, and a paper material.
請求項3の発明は、上記のコーティング層を低融点の熱融解性材料により形成することを特徴とするものである。 The invention of claim 3 is characterized in that the coating layer is formed of a heat melting material having a low melting point.
請求項4の発明は、上記の容器体を製造する方法であって、治具の周囲に芯材を巻き付けて形成し、その芯材の表層部にコーティング層を形成した後、治具を抜き取ることを特徴とするものである。
The invention of
請求項5の発明は、請求項1〜3のいずれかに記載の容器体を製造する方法であって、治具の周囲に芯材を巻き付けて形成し、その芯材の表層部にコーティング層を形成した後、その全体をコンクリート中に埋設し、しかる後に治具を抜き取ることを特徴とするものである。 The invention of claim 5 is a method for producing the container body according to any one of claims 1 to 3, wherein a core material is wound around a jig, and a coating layer is formed on a surface layer portion of the core material. After forming, the whole is embedded in concrete, and then the jig is removed.
本発明の容器体は、芯材により形状が維持されるとともにコーティング材により補修剤が保持され、その状態でコンクリート中に安定に埋設されるとともに、ひび割れが生じた際にはその位置で芯材が変形してコーティング材が破断し、内包されていた補修剤を確実に放出することができる。特に、芯材の素材として、網状体、螺旋状体、織物、不織布、紙材のいずれかを採用することにより、安価で容易に製造することが可能である。また、コーティング層を低融点の熱融解性材料により形成することにより、容器体を加熱により破断させて補修剤を放出させることも可能となる。 The container body of the present invention is maintained in shape by the core material, and the repair agent is held by the coating material, and is stably embedded in the concrete in that state, and when a crack occurs, the core material is in that position. Is deformed, the coating material is broken, and the contained repair agent can be surely released. In particular, by using any one of a net-like body, a spiral body, a woven fabric, a non-woven fabric, and a paper material as the core material, it can be easily manufactured at low cost. In addition, by forming the coating layer from a heat-melting material having a low melting point, it is possible to release the repair agent by breaking the container body by heating.
本発明の製造方法は、治具により芯材の形状を保持しつつコーティング層を形成するので容易にかつ精度良く製造することができる。また、治具を取り付けたままでコンクリートに埋設した後に治具を抜き取ることにより、コンクリートへの埋設作業の途中で容器体が破損してしまうことを防止することができる。 The manufacturing method of the present invention can be manufactured easily and accurately because the coating layer is formed while holding the shape of the core material with a jig. Moreover, it can prevent that a container body is damaged in the middle of the embedment work to concrete by extracting a jig | tool after embed | buying in concrete with a jig | tool attached.
本発明の第1実施形態を図1〜図2に示す。本第1実施形態の容器体Aはチューブ状(パイプ状)のもので、チューブ状に加工された網状体(すなわちメッシュ)を芯材1としてその表層部全体にコーティング層2が形成されることで、その内部に補修剤を内包し得る収容空間が確保されたものである。芯材1としての網状体としては、たとえば各種繊維を中空の組紐状に組んだ構成のものが好適に採用可能であり、これをチューブ状に加工するにはたとえば後述するように治具3の周囲に巻き付けてから治具3を抜き取るようにすれば良い。また、コーティング層2を形成するためのコーティング材としては各種の脆性材料たとえばパラフィンが好適に採用可能である。 A first embodiment of the present invention is shown in FIGS. The container body A of the first embodiment is in a tube shape (pipe shape), and a coating layer 2 is formed on the entire surface layer portion using a net-like body processed into a tube shape (that is, a mesh) as a core material 1. Thus, a storage space in which a repair agent can be contained is secured. As the mesh body as the core material 1, for example, a structure in which various fibers are assembled in a hollow braid shape can be suitably employed. In order to process this into a tube shape, for example, as described later, the jig 3 What is necessary is just to extract the jig | tool 3 after winding around. As the coating material for forming the coating layer 2, various brittle materials such as paraffin can be suitably employed.
そのような容器体Aは、図1(b)に示すように芯材1の各升目がコーティング層2を形成しているコーティング材により塞がれ、それによりチューブ状の形状が維持されてその内部に補修剤を支障なく内包し得るものであるが、この容器体Aを埋設したコンクリートにひび割れが発生するとその位置で芯材1が軸方向に伸びるように変形し、それにより、図2に示すように各升目が横方向に拡がってそれを塞いでいたコーティング層2が自ずと破断してしまい、そこから補修剤がコンクリート中に放出されることになる。 In such a container body A, as shown in FIG. 1 (b), each cell of the core material 1 is closed by the coating material forming the coating layer 2, so that the tubular shape is maintained. Although it is possible to enclose the repairing agent inside without any trouble, when cracking occurs in the concrete in which the container body A is embedded, the core material 1 is deformed so as to extend in the axial direction at that position. As shown in the figure, each of the meshes spreads in the lateral direction and the coating layer 2 that has blocked it breaks naturally, from which the repair agent is released into the concrete.
本実施形態の容器体Aによれば、芯材1の強度やその変形特性、コーティング層2の強度やその厚み等を適切に設定することにより、その全体をコンクリート中に支障なく埋設可能な強度を有するものとでき、したがって補修剤を長期間にわたってコンクリート中に安定に保持できるものである。そして、コンクリートにひび割れが発生してその位置で容器体に一定レベル以上の応力が生じた際には、この容器体Aはそれに敏感に反応して上記のようにひび割れ発生位置においてコーティング層2が確実に破断し、それにより補修剤が速やかにかつ確実に放出されて優れた自己補修効果が得られるものである。 According to the container body A of the present embodiment, the strength of the core material 1 and its deformation characteristics, the strength of the coating layer 2 and the thickness thereof, etc. are set appropriately so that the whole can be embedded in the concrete without any trouble. Therefore, the repair agent can be stably held in the concrete for a long period of time. When a crack is generated in the concrete and a certain level of stress is generated in the container body at that position, the container body A reacts sensitively and the coating layer 2 is formed at the crack generation position as described above. It breaks reliably, whereby the repair agent is released promptly and reliably and an excellent self-repair effect is obtained.
図3は第2実施形態の容器体Bをその製造手順とともに示すものである。本第2実施形態の容器体Bは、芯材1となる網状体や織物、不織布、紙材をシート状に形成しておいて、それを棒状の治具3の周囲に巻き付け、その表面全体にコーティング層2を形成した後、治具3を抜き取ることで製造されるものである。 FIG. 3 shows the container body B of the second embodiment together with its manufacturing procedure. The container body B of the second embodiment is formed by forming a net-like body, a woven fabric, a non-woven fabric, and a paper material to be the core material 1 into a sheet shape, and wrapping it around the rod-shaped jig 3 so that the entire surface is formed. After the coating layer 2 is formed, the jig 3 is extracted.
また、図4は第3実施形態の容器体Cをその製造手順とともに示すものである。本第3実施形態の容器体Cは、金属線やタコ糸等の線材を治具3に螺旋状に巻き付け、そのような螺旋状体を芯材1としてその表面全体にコーティング層2を形成した後、治具3を抜き取ることで製造されるものである。 Moreover, FIG. 4 shows the container body C of 3rd Embodiment with the manufacturing procedure. In the container body C of the third embodiment, a wire such as a metal wire or an octopus thread is spirally wound around the jig 3, and the coating layer 2 is formed on the entire surface using such a spiral body as the core material 1. Thereafter, the jig 3 is manufactured by removing the jig 3.
それら第2〜第3実施形態の容器体B,Cも、上記第1実施形態の容器体Aと同様に、芯材1が適度の強度と変形性能を有し、かつひび割れ発生時にはコーティング層2がその位置で確実に破断して優れた自己補修効果が得られるものである。 In the container bodies B and C of the second to third embodiments, as in the container body A of the first embodiment, the core material 1 has an appropriate strength and deformation performance, and the coating layer 2 when cracking occurs. However, it can be surely broken at that position to obtain an excellent self-repair effect.
以上、本発明の実施形態を説明したが、本発明は上記実施形態に限定されるものでは勿論なく、対象とするコンクリートの用途や目的等に応じて、様々な設計的変更や応用が可能であることはいうまでもない。 As mentioned above, although embodiment of this invention was described, this invention is not limited to the said embodiment, Of course, various design change and application are possible according to the use, objective, etc. of the concrete made into object. Needless to say.
たとえば、上記各実施形態の容器体A〜Cはいずれもチューブ状の形態としたが、本発明は補修剤を封入するカプセル状の容器体にも同様に適用することが可能である。 For example, the container bodies A to C of the above embodiments are all tube-shaped, but the present invention can be similarly applied to a capsule-shaped container body that encloses a repair agent.
また、芯材としては、適度の強度と変形性能を確保できるものであれば、上記各実施形態で例示した網状体、螺旋状体、織物、不織布、紙材の他にも任意のものが採用可能である。 As the core material, any material other than the net-like body, spiral body, woven fabric, non-woven fabric, and paper material exemplified in the above embodiments may be adopted as long as appropriate strength and deformation performance can be secured. Is possible.
コーティング層を形成するためのコーティング材としては、適度の脆性を有するものであれば良く、上記で例示したパラフィンの他、各種のポリマー、PVA繊維等も好適に採用可能である。特に、コーティング層を低融点の熱融解性材料により形成することとすれば、ひび割れが発生した時点でその周囲を加熱することによりコーティング層を融解させて破断させることも可能となる。 The coating material for forming the coating layer is not particularly limited as long as it has moderate brittleness, and various polymers, PVA fibers, and the like can be suitably employed in addition to the paraffin exemplified above. In particular, if the coating layer is formed of a heat-melting material having a low melting point, the coating layer can be melted and broken by heating the surroundings when cracks are generated.
さらに、本発明の製造方法も上記実施形態に限定されるものではなく、芯材やコーティング層の素材や構成に応じて適切な製造方法を採用可能である。特に、容器体をコンクリートを埋設するに際してその破損が懸念されるような場合には、第2〜第3実施形態において使用した治具3を装着したままで(すなわち図3(b)や図4(b)に示す状態のままで)コンクリート中に埋設し、しかる後に治具3を抜き取って補修剤を注入することが考えられる。そのようにすれば作業途中での容器体の破損を有効に防止することができる。 Furthermore, the manufacturing method of the present invention is not limited to the above embodiment, and an appropriate manufacturing method can be employed according to the material and configuration of the core material and the coating layer. In particular, in the case where the container body is embedded with concrete, there is a concern about the damage thereof, while the jig 3 used in the second to third embodiments is still attached (that is, FIG. 3B or FIG. 4). It is conceivable to embed in concrete (with the state shown in (b)), and then remove the jig 3 and inject a repair agent. By doing so, it is possible to effectively prevent the container body from being damaged during the work.
A,B,C 容器体
1 芯材
2 コーティング層
3 治具
A, B, C Container body 1 Core material 2 Coating layer 3 Jig
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2004017164A JP4499435B2 (en) | 2004-01-26 | 2004-01-26 | Container for concrete repair agent and method for producing the same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2004017164A JP4499435B2 (en) | 2004-01-26 | 2004-01-26 | Container for concrete repair agent and method for producing the same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2005207182A JP2005207182A (en) | 2005-08-04 |
| JP4499435B2 true JP4499435B2 (en) | 2010-07-07 |
Family
ID=34902090
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2004017164A Expired - Fee Related JP4499435B2 (en) | 2004-01-26 | 2004-01-26 | Container for concrete repair agent and method for producing the same |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP4499435B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9145336B2 (en) | 2011-11-14 | 2015-09-29 | Empire Technology Development Llc | Self-repairing composites responsive in the presence of an aqueous medium |
| CN104944833A (en) * | 2015-03-31 | 2015-09-30 | 深圳大学 | Microcapsule for self-repair concrete and preparation method of self-repair concrete |
| CN105821832B (en) * | 2016-03-23 | 2017-08-25 | 武汉大学 | A kind of anti-lifting by frost bonds the self union concrete stake of reduction |
| KR102032548B1 (en) * | 2019-03-12 | 2019-10-15 | 주식회사 보성씨앤아이 | Cracked floor reinforcement clip and crack floor repair method using the same |
| CN111843375B (en) * | 2020-07-31 | 2021-12-21 | 中山市方威金属科技有限公司 | Melting repairing method for repairing stainless steel workpiece cracks |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2857961B2 (en) * | 1992-05-18 | 1999-02-17 | 有限会社シーケー | Swelling waterproof material used for joint and wall crack repair in concrete structures |
| JPH09109272A (en) * | 1995-10-20 | 1997-04-28 | Sekisui Chem Co Ltd | Rehabilitation pipe manufacturing method |
| JPH10194806A (en) * | 1996-12-26 | 1998-07-28 | Hirozo Mihashi | Concrete crack repair material and concrete containing it |
| JP3863238B2 (en) * | 1996-12-26 | 2006-12-27 | 博三 三橋 | Concrete repair liquid supply mechanism and concrete incorporating the same |
| JP3884118B2 (en) * | 1996-12-26 | 2007-02-21 | 博三 三橋 | Concrete repair liquid containing bone aggregate, concrete containing the same, and method for producing the same |
| JP3085939B2 (en) * | 1998-11-10 | 2000-09-11 | 西松建設株式会社 | Repair method for cracks in concrete structures |
-
2004
- 2004-01-26 JP JP2004017164A patent/JP4499435B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2005207182A (en) | 2005-08-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP4499435B2 (en) | Container for concrete repair agent and method for producing the same | |
| JP2013508639A (en) | Water pipe using hydroforming and method for producing the same | |
| CN108136529B (en) | Method for manufacturing double-walled pipe and double-walled pipe | |
| JP5577739B2 (en) | Multi-core optical fiber preform manufacturing method | |
| FR2972448A1 (en) | PROCESS FOR PRODUCING A CERAMIC MATRIX COMPOSITE | |
| CN109690168A (en) | The system and method stored by compressed gas and restore energy including prestressed concrete mixed layer | |
| JP2010139068A (en) | Force transmitting assembly for composite fiber tie rod | |
| CN103492055B (en) | The leakage position method for repairing and mending of hollow fiber film assembly and hollow fiber film assembly | |
| WO2012053172A1 (en) | Method for manufacturing double pipe having braided wire | |
| JP2014523344A (en) | Method for making T-shaped branch joint for pipe | |
| JP5208759B2 (en) | Composite structure embedded with optical fiber and repair method thereof | |
| RU2017117271A (en) | Suture thread that has a retaining element at the end, and how to use it | |
| FR2894316A1 (en) | HOT GAS TRANSPORT DRIVING ELEMENT AND METHOD FOR PRODUCING SUCH A COMPONENT | |
| CN105013327B (en) | The device for the annular section that the method for manufacture capillary dialyzer and formation are adjoined | |
| DK2223724T4 (en) | Hydraulic filter element and associated manufacturing process | |
| JP6115083B2 (en) | concrete | |
| FR2574104A1 (en) | Method for protecting or reconditioning external walls of a building | |
| JP2010159935A (en) | Method for manufacturing twisted pipe type heat exchanger, and outdoor unit | |
| JP6363037B2 (en) | Method for cleaning furnace wall pipe of once-through boiler | |
| JP2015004188A (en) | Tension connection method of tensioning material and partial replacement method of tensioning material | |
| KR20140040565A (en) | Method for repairing hollow fiber membrane | |
| JP5675559B2 (en) | Boiler tube reinforcing method and reinforcing structure | |
| JP4972595B2 (en) | Method for inhibiting crack growth in piping | |
| JP2009129589A (en) | Method for waterproofing spliced part | |
| US9662517B2 (en) | Chemical oxygen generator |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20060919 |
|
| A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20080403 |
|
| A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20090804 |
|
| A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20090925 |
|
| TRDD | Decision of grant or rejection written | ||
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20100316 |
|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20100415 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130423 Year of fee payment: 3 |
|
| R150 | Certificate of patent or registration of utility model |
Ref document number: 4499435 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
| S533 | Written request for registration of change of name |
Free format text: JAPANESE INTERMEDIATE CODE: R313533 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130423 Year of fee payment: 3 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130423 Year of fee payment: 3 |
|
| S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130423 Year of fee payment: 3 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130423 Year of fee payment: 3 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130423 Year of fee payment: 3 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140423 Year of fee payment: 4 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| LAPS | Cancellation because of no payment of annual fees |