JP2008069269A - Member-bonding technique using adhesive-impregnated substrate, bonding member used therefor and member-bonded structure - Google Patents

Member-bonding technique using adhesive-impregnated substrate, bonding member used therefor and member-bonded structure Download PDF

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JP2008069269A
JP2008069269A JP2006249212A JP2006249212A JP2008069269A JP 2008069269 A JP2008069269 A JP 2008069269A JP 2006249212 A JP2006249212 A JP 2006249212A JP 2006249212 A JP2006249212 A JP 2006249212A JP 2008069269 A JP2008069269 A JP 2008069269A
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adhesive
base material
bonding
members
impregnated
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JP5250189B2 (en
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Yasutaka Sasaki
保隆 佐々木
Yoshio Matsumoto
好生 松本
Hirofumi Ishii
博典 石井
Atsushi Nagata
淳 永田
Takashi Nishino
崇史 西野
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Yokogawa Bridge Holdings Corp
Yokogawa Construction Co Ltd
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Yokogawa Bridge Holdings Corp
Yokogawa Construction Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a member-bonding technique enabling bonding between various kinds of materials, e.g. bonding between members made of metals, bonding between members made of concrete, bonding between members between wood, bonding between a member made of metal and a member made of concrete, bonding between a member made of metal and a member made of wood and bonding between a member made of concrete and a member made of wood, being utilizable to not only bonding between planar members, but also to bonding between members having various kinds of shapes, structures and sizes, bonding between a planar member and a three-dimensional member and bonding between three-dimensional members and not only solving the above various kinds of problems, but also achieving adhesive effect such as improvement of adhesive strength and toughness which is superior than adhesive effect obtained directly bonding members to each other with an adhesive by selecting an adequate impregnation material. <P>SOLUTION: The member bonding technique comprises interposing an adhesive-impregnated substrate between members to be bonded. As a result, whole area can be bonded and adhesive strength is improved and toughness is exhibited. The member for bonding, in which a substrate is impregnated with an adhesive or the substrate is not impregnated with the adhesive, is obtained by attaching a substrate or/and a backup material to a surface of either one member to be bonded. The member-bonded structure is obtained by bonding members in a state in which an adhesive-impregnated substrate is interposed between members. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は土木、建築等の各種分野で利用できる部材接合工法と、その工法に使用される接合用部材と、その工法で施工された部材接合構造に関し、例えば高架道路、高速道路、河川橋等における既設又は新設の橋梁床版、橋梁橋脚、道路面、ダムやトンネル等の大型構造物の躯体、ビルや家屋等の建築物の壁面、床面、天井面等の各種部材への補強材や被覆材等の接合が可能であり、より具体的には、鋼床版のデッキプレート上へのプレキャスト補強版の接合、ビル、マンション等の建築物の鋼材への補強材の接合、2枚以上の同質板や異質板を積層接合する積層合板の製作等に使用可能なものである。   The present invention relates to a member joining method that can be used in various fields such as civil engineering and construction, a joining member used in the method, and a member joining structure constructed by the method. For example, an elevated road, a highway, a river bridge, etc. Reinforcing materials for various members such as existing or new bridge decks, bridge piers, road surfaces, large structures such as dams and tunnels, wall surfaces, floors, and ceilings of buildings such as buildings and houses It is possible to join covering materials, etc. More specifically, joining of precast reinforcement plates on deck plates of steel floor slabs, joining of reinforcing materials to steel materials of buildings such as buildings and apartment buildings, 2 or more It can be used for the production of laminated plywood that laminates and joins homogeneous plates and heterogeneous plates.

既設構造物への補強部材の取付け方法としては、従来は、ボルトや溶接を用いる方法が一般的であった。しかし、前者はボルト加工による断面欠損、後者は入熱による材料劣化などの欠点がある。これら方法に変わる方法として接着剤を用いる方法があり、土木構造物においても接着剤による接着(接合)構造が広く施工されている。接着剤による施工例としては図7のように鋼構造物、コンクリート構造物等の既設構造物Aの上面に接着剤Bを塗布し、その上に補強部材Cを敷設して取付ける方法、図8のように既設構造物Aと補強部材Cの間にスペーサーDを置き、補強部材Cの周辺をシールしてから既設構造物Aと補強部材Cとの隙間の空気を抜きながらその隙間に接着剤を充填する方法がある。   As a method for attaching a reinforcing member to an existing structure, a method using bolts or welding has been generally used. However, the former has defects such as cross-sectional defects due to bolt processing, and the latter has material deterioration due to heat input. There is a method using an adhesive as a method instead of these methods, and an adhesive (bonding) structure using an adhesive is widely applied also in civil engineering structures. As a construction example using an adhesive, as shown in FIG. 7, a method of applying adhesive B on the upper surface of an existing structure A such as a steel structure or a concrete structure, and laying and attaching a reinforcing member C thereon, FIG. As described above, the spacer D is placed between the existing structure A and the reinforcing member C, the periphery of the reinforcing member C is sealed, and then the air is removed from the gap between the existing structure A and the reinforcing member C. There is a way to fill.

従来の接着剤による接着は次のような課題があった。
(1)図7の接着方法では既設構造物Aの接合面に不陸(凹凸)があったり接合面の歪みや変形が大きい場合は、補強部材Cを既設構造物Aに密着させることが困難であり、未接着面が残り易く、接着強度の不足、接着強度の経時劣化、剥がれ等の一因となることがあった。
(2)図8の接着方法ではシール作業や空気抜き作業が必要になり、シールしても一部に孔や隙間があると接着剤が漏れるためそれらを埋める作業が必要になり接着作業が面倒であった。また、接着剤の使用量が多くなるとか、使用量が多くなると接着剤が硬化して接着強度が出るまでに時間がかかるので作業性が悪いといった課題もあった。
(3)図7、8のいずれの場合も、既設構造物Aの床面(接合面)が傾斜していると、接着剤が傾斜に沿って流れるため接着剤を均一厚にしにくいとか、一度の作業面積が広いと接着剤の流れが多くなるため一度の施行可能面積に限りがあり作業効率が悪かった。
(4)壁面のような縦向き面(立ち向き面)や天井面のような下向き面に接着する場合は接着剤が流れたり、接着剤の塗布厚が不均一になったりして作業しにくく、作業が面倒で多くの労力を必要とする割には良好な接着が難しかった。
Bonding with conventional adhesives has the following problems.
(1) In the bonding method shown in FIG. 7, it is difficult to bring the reinforcing member C into close contact with the existing structure A when the bonding surface of the existing structure A is uneven (unevenness) or when the distortion or deformation of the bonding surface is large. In other words, the unbonded surface tends to remain, which may contribute to insufficient adhesive strength, deterioration of adhesive strength over time, and peeling.
(2) The bonding method shown in FIG. 8 requires sealing work and air venting work, and if there are holes or gaps in some parts even after sealing, the adhesive leaks, so it is necessary to fill them and the bonding work is troublesome. there were. In addition, when the amount of adhesive used increases or when the amount used increases, it takes time until the adhesive is cured and the adhesive strength is obtained, so that there is a problem that workability is poor.
(3) In both cases of FIGS. 7 and 8, if the floor surface (joint surface) of the existing structure A is inclined, the adhesive flows along the inclination, so that it is difficult to make the adhesive uniform thickness. If the work area is large, the flow of adhesive increases, so there is a limit to the area where the work can be performed once, and the work efficiency is poor.
(4) When adhering to a vertical surface (standing surface) such as a wall surface or a downward surface such as a ceiling surface, it is difficult to work because the adhesive flows or the thickness of the adhesive is uneven. However, it was difficult to achieve good adhesion even though the work was troublesome and required a lot of labor.

本発明は金属製部材同士、コンクリート製部材同士、木材製部材同士、金属製部材とコンクリート製部材、金属製部材と木材製部材、コンクリート製部材と木材製部材といった各種材質同士の接合が可能であり、また、平面部材同士の接着のみならず、各種形状、構造、サイズの部材、平面部材と立体部材の接着、立体部材同士の接着等に利用でき、しかも、前記各種課題を解決できるのみならず、適切な含浸材料を選択することで部材同士を接着剤で直接接着する場合よりも優れた接着効果、例えば接着強度や靭性の向上等を実現可能なものである。   The present invention can join various materials such as metal members, concrete members, wood members, metal members and concrete members, metal members and wood members, concrete members and wood members. Yes, it can be used not only for bonding of flat members but also for members of various shapes, structures and sizes, bonding of flat members and solid members, bonding of solid members, etc., and can solve the above various problems. First, by selecting an appropriate impregnating material, it is possible to realize an adhesive effect superior to the case where the members are directly bonded to each other with an adhesive, for example, an improvement in adhesive strength and toughness.

本発明の部材接合工法は請求項1記載のように、部材同士を接着剤で接着する部材接合工法において、接合する部材間に接着剤含浸基材を挟んで部材同士を接合させる工法である。この場合、請求項2記載のように、接合する部材のうち一方の部材に接着剤含浸済基材又は接着剤未含浸基材を重ね、接着剤含浸済基材の場合はその基材に他方の部材を重ねて、接着剤未含浸基材の場合はそれに接着剤を含浸させてからその基材に他方の部材を重ねて、又は、接着剤を含浸させずにそれに他方の部材を重ねてからその未含浸基材に接着剤を含浸させて両部材を接合させることができる。また、請求項3記載のように、部材同士を接着剤で接合する部材接合工法において、接合する部材のうち一方の部材として片面に接着剤含浸基材又は接着剤未含浸基材を備えた基材一体型部材を使用し、接着剤含浸基材の場合はその基材に他方の部材を重ねて、接着剤未含浸基材の場合はそれに接着剤を含浸させてからその基材に他方の部材を重ねて、又は、接着剤を含浸させずにそれに他方の部材を重ねてからその未含浸基材に接着剤を含浸させて両部材を接合させることができる。   The member bonding method according to the present invention is a method for bonding members to each other by sandwiching an adhesive-impregnated base material between the members to be bonded in the member bonding method in which the members are bonded to each other with an adhesive. In this case, as described in claim 2, an adhesive-impregnated base material or an adhesive-unimpregnated base material is layered on one of the members to be joined. In the case of a non-adhesive base material, the base material is impregnated with the adhesive, and then the base material is overlaid with the other member, or the base material is overlaid without impregnating the adhesive. Therefore, both members can be joined by impregnating the unimpregnated base material with an adhesive. Further, in the member joining method for joining members together with an adhesive as described in claim 3, a base provided with an adhesive impregnated base material or an adhesive non-impregnated base material on one side as one of the members to be joined. In the case of an adhesive-impregnated base material, the other member is stacked on the base material, and in the case of an adhesive-non-impregnated base material, the base material is impregnated with the adhesive, and then the base material is in contact with the other member. The two members can be joined by overlapping the members or by overlapping the other member without impregnating the adhesive and then impregnating the unimpregnated base material with the adhesive.

本発明の接合用部材は、請求項4記載のように、部材同士を接着剤で接合する部材接合工法に使用される部材であり、一方の部材の接合面に基材又は/及びバックアップ材を取付け、基材を接着剤含浸済み又は接着剤未含浸としたものである。   The joining member of the present invention is a member used in a member joining method for joining members together with an adhesive as described in claim 4, and a base material or / and a backup material are provided on the joining surface of one member. The attachment and the base material are either impregnated with adhesive or not impregnated with adhesive.

本発明の部材接合構造は、請求項5記載のように、部材同士が接着剤含浸基材を挟んで接合されたものである。   The member joining structure of the present invention is such that members are joined to each other with an adhesive impregnated base material interposed therebetween.

本発明の請求項1〜3記載の部材接合工法は次のような効果がある。
(1)接着剤を基材に含浸させて用いるので、従来の接着剤注入工法を用いることなく部材間に厚膜の接着層を形成することが可能となり、部材の接着面に不陸、歪み、変形等があっても基材の変形により部材の接合面の密着が確保され、未接着部のない全面接着が可能となり、接着強度、耐用年数が向上し、剥がれにくくなる。
(2)接着剤を基材に含浸させて用いるので、壁面のような縦向き面とか、天井面のような下向き面に部材を接着する場合であっても、接着材の流れ出しや垂れ落ち等がないため接着作業が容易になり、一度に施工できる作業面積を広くすることもでき、接着剤の使用量が少なくてすむため、短時間での施工が可能になる。このため通行止めにして行われる夜間の道路補修工事などに特に適する。
(3)接着剤含浸基材が補強材の機能をも有するため、接着剤と基材を適切に選定することにより部材間の接着層に優れた強度、靱性を付加することができる。
(4)流出による接着剤の無駄がないため、接着剤量の減量化が可能となり、コスト低減に役立つ。
The member joining method according to claims 1 to 3 of the present invention has the following effects.
(1) Since the base material is impregnated with an adhesive, it is possible to form a thick adhesive layer between the members without using the conventional adhesive injection method. Even if there is a deformation or the like, the bonding of the member is ensured by the deformation of the base material, the entire surface can be bonded without an unbonded portion, the adhesive strength and the service life are improved, and it is difficult to peel off.
(2) Since the base material is impregnated with an adhesive, even when a member is bonded to a vertical surface such as a wall surface or a downward surface such as a ceiling surface, the adhesive material flows out or droops, etc. Therefore, the bonding work is facilitated, the work area that can be constructed at one time can be increased, and the amount of adhesive used can be reduced, so that the construction can be performed in a short time. For this reason, it is particularly suitable for nighttime road repair work, etc. performed with closed traffic.
(3) Since the adhesive-impregnated base material also has the function of a reinforcing material, excellent strength and toughness can be added to the adhesive layer between the members by appropriately selecting the adhesive and the base material.
(4) Since there is no waste of adhesive due to outflow, the amount of adhesive can be reduced, which helps to reduce costs.

本発明の請求項3記載の部材接合工法は、部材の接合面に接着剤含浸基材又は接着剤未含浸基材を備えた基材一体型部材を使用するため、前記効果の他に、現場での基材の採寸、切断、敷設、位置合わせ等をする必要がなく施工が容易になるという効果もある。   In the member joining method according to claim 3 of the present invention, since the base material integrated member provided with the adhesive impregnated base material or the adhesive non-impregnated base material is used on the joint surface of the member, There is also an effect that the construction becomes easy because it is not necessary to measure, cut, lay, and align the substrate.

本発明の請求項4記載の接合用部材は、部材の接合面に基材又は/及びバックアップ材が取付けられているため、基材又は/及びバックアップ材を現場施工する必要がなく、部材接着作業が容易になる。特に、部材が道路床版のデッキプレート上に接着するプレキャスト版の場合には、使用前に予め量産しておくことができるため、現場に搬入してそのままデッキプレート上に敷設して作業することができ、作業能率が向上し、工期の短縮に役立つ。   Since the base material or / and the backup material are attached to the joint surface of the member, the joining member according to claim 4 of the present invention does not require the base material or / and the backup material to be applied on site, and the member bonding operation Becomes easier. In particular, in the case of a precast plate that adheres onto the deck plate of the road floor slab, it can be mass-produced before use, so it must be carried to the site and laid on the deck plate as it is. Can improve work efficiency and shorten the construction period.

本発明の請求項5記載の部材接合構造は次のような効果がある。
(1)二つの部材が接着剤含浸基材を挟んで接着されているので接合面に不陸、歪み、変形等があっても全面密着が確保され、接合強度の優れた接合構造である。
(2)接着剤含浸基材が接着機能のみならず、補強材としても機能するため部材間の接着強度が向上し、靱性があり、耐震性にも優れた接合構造である。
The member joint structure according to claim 5 of the present invention has the following effects.
(1) Since the two members are bonded to each other with the adhesive impregnated base material interposed therebetween, even if the bonding surface is uneven, distorted, deformed, etc., the entire surface is secured, and the bonding structure has excellent bonding strength.
(2) Since the adhesive-impregnated base material functions not only as an adhesive function but also as a reinforcing material, the adhesive strength between the members is improved, toughness, and excellent in earthquake resistance.

(部材接合工法の実施形態1)
本発明の部材接合工法の第1の実施形態として図1、2に示すものは、基材を現場で敷設して接着剤を含浸させる接着層現場施工型の場合であり、平面状の部材1の接合面2の上に面状の基材4を敷設し、その基材4に接着剤を含浸させてから、基材4の上に他方の部材5を重ねて両部材を接着するか、その基材4の上に他方の部材5を重ねてから、基材4に接着剤を含浸させて、両部材1、5を接着剤含浸済みの基材4を挟んで接着するようにした工法である。
(Embodiment 1 of member joining method)
1 and 2 show the first embodiment of the member bonding method of the present invention, which is a case of an adhesive layer on-site construction type in which a base material is laid on site and impregnated with an adhesive. A planar substrate 4 is laid on the bonding surface 2 and the substrate 4 is impregnated with an adhesive, and then the other member 5 is stacked on the substrate 4 to bond both members, A method of superimposing the other member 5 on the base material 4 and then impregnating the base material 4 with an adhesive so as to bond both the members 1 and 5 with the base material 4 having been impregnated with the adhesive interposed therebetween. It is.

基材4には接着剤が浸透、浸潤、拡散、保持等(以下、これらをまとめて「含浸」という。)され易いものが適し、例えばスポンジ、不織布、織物、グラスウール、スチールウール、炭素繊維、樹脂系繊維等を使用することができる。基材4は面状、網状、多数の孔が開口された開口板状、棒状、チップ状といった各種形状、構造とすることができる。基材4の形状は敷設する部材1或いは重ねる部材5の形状と同じであっても異なるものであってもよい。面状、網状、開口板状の基材4の場合はそれを一方の部材1の上に敷設し、棒状の場合は複数本を一方の部材1の接合面2上に間隔を開けて配置し、チップ状の場合は一方の部材1の接合面2の全面に分散させることができる。基材4が面状、網状、開口板状の場合はその形状、寸法を接着する部材1、5の形状、寸法と同じかそれよりも小さくして基材4に含浸された接着剤が基材4の上に重ねた他方の部材5で押されても両部材1、5の外に流出しないようにするか流出しても僅かとなるようにするのが好ましい。基材4は単一材質製であっても異なる材質のものを2層以上積層した構造であってもよく、いずれの場合も接着剤の含浸性に優れたものが好ましい。積層構造の基材4の場合はその積層材の材質を、部材の接着に適したものにして接着強度を高めるのが望ましい。基材4の厚さはそれを敷設する部材1、重ねる部材5の接合面2の不陸、歪み、変形等によっても異なるが接着剤が十分に含浸できる厚さ、例えば数mm〜数cm程度が適する。   For the base material 4, materials that are easy to be penetrated, infiltrated, diffused, retained, etc. (hereinafter collectively referred to as “impregnation”) are suitable. For example, sponge, nonwoven fabric, woven fabric, glass wool, steel wool, carbon fiber, Resin-based fibers and the like can be used. The substrate 4 can have various shapes and structures such as a planar shape, a net shape, an aperture plate shape in which a large number of holes are opened, a rod shape, and a chip shape. The shape of the substrate 4 may be the same as or different from the shape of the member 1 to be laid or the member 5 to be stacked. In the case of a planar, net-like, or aperture plate-like base material 4, it is laid on one member 1, and in the case of a bar shape, a plurality of base materials 4 are arranged on the joint surface 2 of one member 1 with a gap. In the case of a chip shape, it can be dispersed over the entire joining surface 2 of one member 1. In the case where the substrate 4 is planar, mesh-shaped, or aperture plate-shaped, an adhesive impregnated in the substrate 4 with the same shape or size as that of the members 1 and 5 to which the shape and size are bonded or smaller is used. It is preferable not to flow out of both the members 1 and 5 even when pushed by the other member 5 superimposed on the material 4 or to be small even if it flows out. The base material 4 may be made of a single material or may have a structure in which two or more layers of different materials are laminated, and in any case, a material excellent in adhesive impregnation property is preferable. In the case of the substrate 4 having a laminated structure, it is desirable to increase the adhesive strength by making the material of the laminated material suitable for adhesion of members. The thickness of the base material 4 varies depending on the unevenness, distortion, deformation, etc. of the joining surface 2 of the member 1 for laying it and the member 5 to be stacked, but the thickness that can be sufficiently impregnated with an adhesive, for example, about several mm to several cm Is suitable.

基材4に含浸させる接着剤は基材4及び部材1、5との接着性に優れたものが好ましく、エポキシ系接着剤、アクリル系接着剤といった樹脂系接着剤、セメント系接着剤(例えば、SBRモルタル)、新たに開発される接着剤等を使用することができる。   The adhesive to be impregnated into the base material 4 is preferably excellent in adhesiveness with the base material 4 and the members 1 and 5, and resin adhesives such as epoxy adhesives and acrylic adhesives, cement adhesives (for example, SBR mortar), newly developed adhesives, and the like can be used.

基材4への接着剤含浸方法は種々あり、例えば、基材4への接着剤の塗布、吹き付け、接着剤内への基材4の漬け込み等の方法がある。   There are various methods of impregnating the base material 4 with the adhesive, and examples thereof include application of the adhesive to the base material 4, spraying, and immersion of the base material 4 in the adhesive.

接着剤の硬化方法も種々あり、例えば、接着剤本剤と硬化剤の2種を混合させる方法、接着剤本剤を含浸させた基材4に硬化剤を吹き付ける方法、加熱硬化方法、自然硬化方法等がある。   There are also various methods for curing the adhesive. For example, a method of mixing two types of the adhesive and the curing agent, a method of spraying the curing agent on the base material 4 impregnated with the adhesive and the curing agent, a heat curing method, and a natural curing method. There are methods.

(部材接合工法の実施形態2)
本発明の部材接合工法の第2の実施形態として図3(a)に示すものは実施形態1(図2)と同じ接着層現場施工型の場合であるが、実施形態1と異なるのは、一方の部材1の四隅の内側寄り位置にスペーサー6を配置しておき、そのスペーサー6の上に基材4を敷設し、その上に他方の部材5を重ねたことである。この場合も、基材4への接着剤の含浸は他方の部材5を重ねる前後のいずれに行うこともできる。スペーサー6は接着層の厚さを確保するためのものであり、基材4よりも硬めであって多少弾性のある材質、例えば、クロロプレンゴム等で角型ブロック状に成形されており、その厚さは基材4の厚さにもよるが、基材4の厚さと同じかそれよりもやや薄い程度、具体的には基材4の厚さが5mm〜30mmの場合に5mm〜25mm程度が適する。スペーサー6は部材1に固定せずに載せておくだけでもよく、仮止めしておくこともできる。
(Embodiment 2 of member joining method)
What is shown in FIG. 3A as the second embodiment of the member joining method of the present invention is the same adhesive layer on-site construction type as in Embodiment 1 (FIG. 2), but is different from Embodiment 1 in that That is, spacers 6 are arranged at positions closer to the inside of the four corners of one member 1, the base material 4 is laid on the spacers 6, and the other member 5 is stacked thereon. Also in this case, the base material 4 can be impregnated with the adhesive either before or after the other member 5 is stacked. The spacer 6 is for securing the thickness of the adhesive layer, and is formed into a square block shape with a material that is harder than the substrate 4 and somewhat elastic, such as chloroprene rubber. Although the thickness depends on the thickness of the base material 4, it is the same as or slightly thinner than the thickness of the base material 4. Specifically, when the thickness of the base material 4 is 5 mm to 30 mm, the thickness is about 5 mm to 25 mm. Suitable. The spacer 6 may be placed on the member 1 without being fixed, or may be temporarily fixed.

図3(b)に示すものは部材1の上に重ねる基材4のスペーサー6当接箇所に基材4の底面から上方途中まで開口する切除部3を設けて、その基材4をスペーサー6の上から部材1の上に重ねたときに、切除部3がスペーサー6の外周に被さるようにしてある。切除部3は図3(c)に示すように基材4のスペーサー6当接箇所を上下に貫通させてもよい。スペーサー6の形状は例えば細長棒状、円盤状等といった他の形状にすることもでき、配置位置も図3に示した以外の位置であってもよい。スペーサー6は鋼線、樹脂パイプ等の任意の材質、形状、構造とすることができる。鋼線の場合は3本を三脚状に組んで下の部材1の接合面2の上に立て、その上から基材4を被せて鋼線が基材4に刺さるようにすることもできる。   In FIG. 3 (b), an excision portion 3 that opens from the bottom surface of the base material 4 to the middle of the upper part is provided at the contact position of the spacer 6 of the base material 4 that is superimposed on the member 1. The cut portion 3 is placed on the outer periphery of the spacer 6 when it is superimposed on the member 1 from above. As shown in FIG. 3 (c), the excision part 3 may penetrate the spacer 6 contact portion of the base material 4 vertically. The shape of the spacer 6 can be other shapes such as an elongated rod shape, a disk shape, etc., and the arrangement position may be a position other than that shown in FIG. The spacer 6 can be made of any material, shape, or structure such as a steel wire or a resin pipe. In the case of a steel wire, it is also possible to assemble three wires in a tripod shape and stand on the joint surface 2 of the lower member 1 and cover the base material 4 from the top to allow the steel wire to pierce the base material 4.

スペーサー6を使用する場合は、その厚さを調節することにより、例えば、道路床版のデッキプレート上に多数枚の補強版を配置する場合に、隣り合う補強版の高さを揃えることができるという利点がある。   When the spacer 6 is used, by adjusting its thickness, for example, when arranging a plurality of reinforcing plates on a deck plate of a road floor slab, the heights of adjacent reinforcing plates can be made uniform. There is an advantage.

(部材接合工法の実施形態3)
本発明の部材接合工法の第3の実施形態として図4に示すものは、部材5としてその接合面に予め基材4を取付けてある基材一体型部材を使用する工法であり、部材1の上に部材5を重ねる前或いは重ねた後に基材4に接着剤を含浸させて、接着剤含浸基材4を挟んで部材5を部材1に接着させる工法である。この場合の基材4、接着剤は実施形態1の場合と同様である。
(Embodiment 3 of member joining method)
FIG. 4 shows a third embodiment of the member bonding method according to the present invention, which is a method using a base material integrated member in which the base material 4 is previously attached to the joint surface as the member 5. In this method, the base material 4 is impregnated with an adhesive before or after the member 5 is stacked thereon, and the member 5 is bonded to the member 1 with the adhesive-impregnated base material 4 interposed therebetween. The base material 4 and the adhesive in this case are the same as those in the first embodiment.

(部材接合工法の実施形態4)
本発明の部材接合工法の第4の実施形態として図5に示す工法は、部材5としてその接合面に予め基材4を取付けてある基材一体型部材を使用する工法であることにおいて図4(実施形態3)の場合と同様である、異なるのは部材1の接合面2にスペーサー6を配置し、その上から基材4が取付けられている基材一体型の部材5を重ねることである。この場合、基材4のうちスペーサー6が当たる箇所に切除部3を設けておくと基材4がイチギ召され安定する。
(Embodiment 4 of member joining method)
The method shown in FIG. 5 as the fourth embodiment of the member bonding method of the present invention is a method using a base material integrated member in which the base material 4 is previously attached to the bonding surface as the member 5. Similar to the case of (Embodiment 3), the difference is that a spacer 6 is arranged on the joint surface 2 of the member 1, and a base material integrated member 5 to which the base material 4 is attached is stacked thereon. is there. In this case, if the excision 3 is provided in the portion of the substrate 4 where the spacer 6 hits, the substrate 4 is called and stabilized.

(部材接合工法の実施形態5)
本発明の部材接合工法の第5の実施形態として図6(a)〜(c)に示す工法は、一方の部材1の外周縁に方形リング状のバックアップ材(シール材)7を接着固定しておき、その上から基材一体型の部材5(例えば図5の基材一体型の部材5)を重ね、その基材4に接着剤を含浸させて基材一体型の部材5を前記部材1に接着する工法である。図6(a)〜(c)のようにバックアップ材7を使用する場合は、バックアップ材7の上に基材4のみを重ね、その基材4の上に基材なしの部材5を重ね、その基材4に接着剤を含浸させて基材なしの部材5を前記部材1に接着することもできる。これらいずれの場合も基材4の外形をバックアップ材7の内側に緊密に収容できる大きさのサイズにしておくと基材4が安定する。バックアップ材7は基材4に含浸される接着剤が部材1の外に漏れるのを防止するための漏れ止め用であり、漏れ止めの面からは基材4よりも接着剤の含浸しにくい材質製或いは接着剤が全く含浸しない材質製とするのが好ましい。
(Embodiment 5 of member joining method)
6 (a) to 6 (c) as a fifth embodiment of the member joining method of the present invention, a rectangular ring-shaped backup material (seal material) 7 is bonded and fixed to the outer peripheral edge of one member 1. In addition, the base material integrated member 5 (for example, the base material integrated member 5 in FIG. 5) is stacked thereon, and the base material 4 is impregnated with an adhesive so that the base material integrated member 5 is replaced with the member. 1 is a method of bonding to 1. When using the backup material 7 as shown in FIGS. 6A to 6C, only the base material 4 is stacked on the backup material 7, and the member 5 without the base material is stacked on the base material 4. The base member 4 can be impregnated with an adhesive to bond the member 5 without the base member to the member 1. In any of these cases, the base material 4 is stabilized when the outer shape of the base material 4 is set to a size that can be tightly accommodated inside the backup material 7. The backup material 7 is used for preventing the adhesive impregnated in the base material 4 from leaking out of the member 1, and is less likely to be impregnated with the adhesive than the base material 4 from the surface of the sealing material. It is preferable to make it or a material that is not impregnated with any adhesive.

図6の実施形態の場合は基材4に含浸される接着剤へ空気が混入すると空気がバックアップ材7で囲まれて外に逃げ出すことができず基材4内に残留して未接着部発生原因となるため、空気が混入しないように工夫する必要がある。そのためには、例えば、バックアップ材7の一部に空気抜き孔を設けるなどすることができる。バックアップ材7の幅、厚さ等は部材1、5のサイズにもよるが、例えば、幅は10mm程度とすることができる。   In the case of the embodiment of FIG. 6, when air is mixed into the adhesive impregnated in the base material 4, the air is surrounded by the backup material 7 and cannot escape to the outside, and remains in the base material 4 to generate an unbonded portion. Therefore, it is necessary to devise so that air does not enter. For this purpose, for example, an air vent hole can be provided in a part of the backup material 7. Although the width, thickness, etc. of the backup material 7 depend on the size of the members 1 and 5, for example, the width can be about 10 mm.

(部材接合工法の実施形態6)
実施形態1〜5はいずれも平面状の部材5を平面状の下の部材1の上に重ねる場合であるが、本発明では立体構造の部材の接着にも、建造物の壁面のような縦面(垂直面)に横から重ねて接着することも、天井面にその下から重ねて接着することもできる。
(Embodiment 6 of member joining method)
The first to fifth embodiments are cases where the planar member 5 is overlaid on the planar lower member 1, but in the present invention, a vertical structure such as a wall surface of a building is also used for bonding a three-dimensional structure member. It can be bonded to the surface (vertical surface) from the side, or it can be bonded to the ceiling surface from below.

(部材接合工法の実施形態7)
本発明の一実施形態として道路の既設鋼床版に補強材を接着する場合は、既設鋼床版のアスファルト舗装を予め撤去しておき、その既設鋼床版のデッキプレート(図1の下の部材1に相当)の上面(接合面)を研磨し、その接合面に基材4を配置し、その上からプレキャスト補強版(図1の上の部材5に相当)を重ね、前記基材4に接着剤を含浸させてデッキプレートの上にプレキャスト補強版を接着固定する。プレキャスト補強版には鋼板製の板の上にコンクリート(例えば、SFRC)製の板が積層固定されているものを使用することができる。この場合、鋼板製の板の裏面に基材4を張り付けた基材一体型プレキャスト補強版を用意しておき、それを図4或いは図5のようにして使用することができる。
(Embodiment 7 of member joining method)
When bonding a reinforcing material to an existing steel slab of a road as an embodiment of the present invention, the asphalt pavement of the existing steel slab is removed in advance, and the deck plate of the existing steel slab (under FIG. 1) The upper surface (joining surface) of the member 1 is polished, the base material 4 is disposed on the joint surface, and a precast reinforcing plate (corresponding to the upper member 5 in FIG. 1) is stacked thereon, and the base material 4 The precast reinforcing plate is bonded and fixed onto the deck plate by impregnating with the adhesive. As the precast reinforcement plate, a plate in which a concrete (for example, SFRC) plate is laminated and fixed on a steel plate can be used. In this case, a substrate-integrated precast reinforcement plate in which the substrate 4 is attached to the back surface of a steel plate can be prepared and used as shown in FIG. 4 or FIG.

(接合用部材の実施形態1)
本発明の接合用部材の実施形態の一例を図4に基づいて説明する。この接合用部材は一方の部材5の片面全面に基材4を接着剤、両面テープなどの任意の固定手段で仮止め或いは本止めして取付けてある。部材1、5、基材4の形状、材質、厚さ等は前記した本発明の部材接合工法の実施形態1〜5で説明したものと同じもの、或いは異なるものとすることができる。基材4は部材5の片面全面ではなく、数箇所に部分的に取付けることもできる。図5のように、一方の部材1にスペーサー6を取付ける場合は、基材4のうちスペーサー6に当たる部分に切除部3を設けて、基材4をスペーサー6の上からその部材1に重ねたときに、図3(b)のように切除部3がスペーサー6の外周に被さるようにするのがよい。
(Embodiment 1 of joining member)
An example of the embodiment of the joining member of the present invention will be described with reference to FIG. This joining member is attached to the entire surface of one member 5 by temporarily fixing or permanently fixing the base material 4 with an arbitrary fixing means such as an adhesive or a double-sided tape. The shapes, materials, thicknesses, and the like of the members 1 and 5 and the substrate 4 can be the same as or different from those described in the first to fifth embodiments of the member bonding method of the present invention. The base material 4 can be partially attached to several places instead of the entire surface of one side of the member 5. As shown in FIG. 5, when the spacer 6 is attached to one member 1, a cut portion 3 is provided in a portion of the base material 4 that hits the spacer 6, and the base material 4 is stacked on the member 1 from above the spacer 6. Sometimes, it is preferable that the cut portion 3 covers the outer periphery of the spacer 6 as shown in FIG.

(接合用部材の実施形態2)
本発明の接合用部材の他の実施形態を図6(a)〜(c)に基づいて説明する。この接合用部材は一方の部材5の片面周縁部にバックアップ材(シール材)7を接着剤、両面テープなどの任意の固定手段で仮止め或いは本止めして取付けたものである。バックアップ材7の形状、材質、厚さ等は前記した本発明の部材接合工法の実施形態5で説明したものと同じもの、或いは異なるものとすることができる。バックアップ材7の一部には空気抜き孔を開口しておくこともできる。
(Embodiment 2 of joining member)
Another embodiment of the joining member of the present invention will be described with reference to FIGS. This joining member is obtained by temporarily or permanently attaching a backup material (seal material) 7 to an edge of one surface of one member 5 by any fixing means such as an adhesive or a double-sided tape. The shape, material, thickness, and the like of the backup material 7 can be the same as or different from those described in the fifth embodiment of the member bonding method of the present invention described above. An air vent hole may be opened in a part of the backup material 7.

(部材接合構造の実施形態1)
本発明の部材接合構造の実施形態の一例を図1に基づいて説明する。この部材接合構造は二つの板状の部材1、5間にシート状或いは板状の基材4を挟み、基材4に含浸されている接着剤で両部材1、5を接着させたものである。この部材接合構造は前記した本発明の部材接合工法のいずれの工法で施工することもできる。この場合の部材5、基材4の形状、材質、厚さ等も本発明の前記部材接合工法で説明したものと同じもの、或いは異なるものとすることができる。基材4は部材5の片面全面ではなく、数箇所に部分的に配置することもできる。部材1、5は平面板状のものに限らず立体的なものであってもよい。
(Embodiment 1 of member joining structure)
An example of an embodiment of the member joining structure of the present invention will be described with reference to FIG. In this member joining structure, a sheet-like or plate-like base material 4 is sandwiched between two plate-like members 1 and 5, and both members 1 and 5 are bonded with an adhesive impregnated in the base material 4. is there. This member joining structure can be constructed by any of the above-described member joining methods of the present invention. In this case, the shape, material, thickness, and the like of the member 5 and the base material 4 may be the same as or different from those described in the member bonding method of the present invention. The base material 4 can also be partially arranged in several places instead of the whole surface of one side of the member 5. The members 1 and 5 are not limited to planar plates, but may be three-dimensional.

本発明の部材接合工法とその工法で施工された部材接合構造の一例を示す説明図。Explanatory drawing which shows an example of the member joining structure constructed | assembled by the member joining construction method and its construction method of this invention. 本発明の部材接合工法の第1の例を示す説明図。Explanatory drawing which shows the 1st example of the member joining construction method of this invention. (a)は本発明の部材接合工法の第2の例を示す説明図、(b)は基材のスペーサー当接部分を下から上方途中まで切欠いた場合の断面図、(c)は基材のスペーサー当接部分を上下に貫通させた場合の断面図。(A) is explanatory drawing which shows the 2nd example of the member joining construction method of this invention, (b) is sectional drawing at the time of notching the spacer contact part of a base material from the bottom to the upper part, (c) is a base material Sectional drawing at the time of vertically penetrating the spacer contact portion. 本発明の部材接合工法の第3の例を示す説明図。Explanatory drawing which shows the 3rd example of the member joining construction method of this invention. 本発明の部材接合工法の第4の例を示す説明図。Explanatory drawing which shows the 4th example of the member joining construction method of this invention. (a)は本発明の部材接合工法の第5の例を示す平面図、(b)は(a)の正面図、(c)は(a)の側面図。(A) is a top view which shows the 5th example of the member joining construction method of this invention, (b) is a front view of (a), (c) is a side view of (a). 従来の部材接合工法の一例の説明図。Explanatory drawing of an example of the conventional member joining construction method. 従来の部材接合工法の他例の説明図。Explanatory drawing of the other example of the conventional member joining construction method.

符号の説明Explanation of symbols

1 一方の部材
2 部材の接合面
3 切除部
4 基材
5 他方の部材
6 スペーサー
7 バックアップ材(シール材)
A 既設構造物
B 接着剤
C 補強部材
D スペーサー
DESCRIPTION OF SYMBOLS 1 One member 2 Member joint surface 3 Cut part 4 Base material 5 Other member 6 Spacer 7 Backup material (seal material)
A Existing structure B Adhesive C Reinforcement member D Spacer

Claims (5)

部材同士を接着剤で接着する部材接合工法において、接合する部材間に接着剤含浸基材を挟んで部材同士を接合させることを特徴とする部材接合工法。   In the member bonding method for bonding members together with an adhesive, the members are bonded to each other by sandwiching an adhesive-impregnated base material between the members to be bonded. 部材同士を接着剤で接合する部材接合工法において、接合する部材のうち一方の部材に接着剤含浸済基材又は接着剤未含浸基材を重ね、接着剤含浸済基材の場合はその基材に他方の部材を重ねて、接着剤未含浸基材の場合はそれに接着剤を含浸させてからその基材に他方の部材を重ねて、又は、接着剤を含浸させずにそれに他方の部材を重ねてからその未含浸基材に接着剤を含浸させて両部材を接合させることを特徴とする部材接合工法。   In the member joining method for joining members together with an adhesive, one of the members to be joined is overlaid with an adhesive-impregnated base material or an adhesive-unimpregnated base material, and in the case of an adhesive-impregnated base material, the base material In the case of a non-adhesive base material, the base material is impregnated with the adhesive, and then the base material is superposed on the base material, or the base material is not soaked with the adhesive. A member joining method characterized in that after overlapping, the unimpregnated base material is impregnated with an adhesive to join both members. 部材同士を接着剤で接合する部材接合工法において、接合する部材のうち一方の部材として片面に接着剤含浸基材又は接着剤未含浸基材を備えた基材一体型部材を使用し、接着剤含浸基材の場合はその基材に他方の部材を重ねて、接着剤未含浸基材の場合はそれに接着剤を含浸させてからその基材に他方の部材を重ねて、又は、接着剤を含浸させずにそれに他方の部材を重ねてからその未含浸基材に接着剤を含浸させて両部材を接合させることを特徴とする部材接合工法。   In a member joining method for joining members together with an adhesive, a base material integrated member having an adhesive impregnated base material or an adhesive non-impregnated base material on one side is used as one of the members to be joined. In the case of an impregnated base material, the other member is layered on the base material. In the case of an unimpregnated base material, the adhesive member is impregnated on the base material, and then the other member is superimposed on the base material, or the adhesive agent is added. A member joining method characterized in that, without impregnating, the other member is stacked thereon, and then the unimpregnated base material is impregnated with an adhesive to join both members. 部材同士を接着剤で接合する部材接合工法に使用される部材であり、一方の部材の接合面に基材又は/及びバックアップ材を取付け、基材を接着剤含浸済み又は接着剤未含浸としたことを特徴とする接合用部材。   It is a member used in the member joining method that joins members with an adhesive, and a base material or / and a backup material are attached to the joint surface of one member, and the base material has been impregnated with adhesive or not impregnated with adhesive. The joining member characterized by the above-mentioned. 部材同士が接着剤含浸基材を挟んで接合されたことを特徴とする部材接合構造。   A member joining structure, wherein members are joined to each other with an adhesive-impregnated base material interposed therebetween.
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JP2008106447A (en) * 2006-10-23 2008-05-08 Iida Sangyo:Kk Reinforcing body for building, and reinforcing method for building
WO2011013223A1 (en) 2009-07-29 2011-02-03 パイオニア株式会社 Speaker device
WO2011077560A1 (en) 2009-12-25 2011-06-30 パイオニア株式会社 Speaker vibrator and speaker device
CN102839824A (en) * 2012-09-14 2012-12-26 河北省建筑科学研究院 Steel-bonded reinforcement method for steel structure
JP2013238024A (en) * 2012-05-15 2013-11-28 Yokogawa Koji Kk Structure reinforcement method, reinforcement structure, and unevenness absorber

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JPH03222734A (en) * 1990-01-30 1991-10-01 Tonen Corp Unidirectionally arranged reinforcing fiber sheet and manufacture thereof
JPH09228322A (en) * 1996-02-26 1997-09-02 Nippon Steel Corp Repairing method for concrete with unidirectionally oriented reinforced fiber sheet
JPH10298908A (en) * 1997-04-24 1998-11-10 Tonen Corp Bridge expansion connecting device
JP2004044322A (en) * 2002-07-16 2004-02-12 Sho Bond Constr Co Ltd Method for repairing/reinforcing concrete structure

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008106447A (en) * 2006-10-23 2008-05-08 Iida Sangyo:Kk Reinforcing body for building, and reinforcing method for building
WO2011013223A1 (en) 2009-07-29 2011-02-03 パイオニア株式会社 Speaker device
WO2011077560A1 (en) 2009-12-25 2011-06-30 パイオニア株式会社 Speaker vibrator and speaker device
JP2013238024A (en) * 2012-05-15 2013-11-28 Yokogawa Koji Kk Structure reinforcement method, reinforcement structure, and unevenness absorber
CN102839824A (en) * 2012-09-14 2012-12-26 河北省建筑科学研究院 Steel-bonded reinforcement method for steel structure
CN102839824B (en) * 2012-09-14 2015-04-08 河北省建筑科学研究院 Steel-bonded reinforcement method for steel structure

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