JP2021024956A - Adhesion method of structure, and adhesion structure - Google Patents
Adhesion method of structure, and adhesion structure Download PDFInfo
- Publication number
- JP2021024956A JP2021024956A JP2019144202A JP2019144202A JP2021024956A JP 2021024956 A JP2021024956 A JP 2021024956A JP 2019144202 A JP2019144202 A JP 2019144202A JP 2019144202 A JP2019144202 A JP 2019144202A JP 2021024956 A JP2021024956 A JP 2021024956A
- Authority
- JP
- Japan
- Prior art keywords
- adhesive
- structural
- temporary fixing
- coating
- structural adhesive
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 35
- 239000000853 adhesive Substances 0.000 claims abstract description 327
- 230000001070 adhesive effect Effects 0.000 claims abstract description 327
- 238000000576 coating method Methods 0.000 claims abstract description 70
- 239000011248 coating agent Substances 0.000 claims abstract description 64
- 238000003825 pressing Methods 0.000 claims description 3
- 230000004048 modification Effects 0.000 description 22
- 238000012986 modification Methods 0.000 description 22
- 230000002093 peripheral effect Effects 0.000 description 5
- 238000003892 spreading Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229920001651 Cyanoacrylate Polymers 0.000 description 1
- MWCLLHOVUTZFKS-UHFFFAOYSA-N Methyl cyanoacrylate Chemical compound COC(=O)C(=C)C#N MWCLLHOVUTZFKS-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Adhesives Or Adhesive Processes (AREA)
Abstract
Description
本発明は、構造物の接着方法及び接着構造に関し、特に、構造用接着剤を用いた構造物の接着方法及び接着構造に関する。 The present invention relates to an adhesive method and an adhesive structure of a structure, and more particularly to an adhesive method and an adhesive structure of a structure using a structural adhesive.
構造用接着剤は、車両、電気機器、船舶、建築・土木、宇宙産業分野等の幅広い分野で利用されている。「構造用接着剤」とは、JIS(Japanese Industrial Standards:日本工業規格)K6800によれば、「長期間大きな荷重に耐える信頼できる接着剤」と定義されている。 Structural adhesives are used in a wide range of fields such as vehicles, electrical equipment, ships, construction / civil engineering, and space industry. According to JIS (Japanese Industrial Standards) K6800, "structural adhesive" is defined as "reliable adhesive that can withstand a large load for a long period of time".
例えば、船舶の艤装品の取り付けには、常温硬化性の構造用接着剤が用いられることが多い。かかる構造用接着剤を用いることにより、艤装品を取り付ける部分が薄い鋼板の場合であっても、溶接歪のような熱変形を生じることがなく、溶接の代替手段の一つとして利用されている。 For example, a room temperature curable structural adhesive is often used to attach ship fixtures. By using such a structural adhesive, even if the part to which the fixture is attached is a thin steel plate, thermal deformation such as welding strain does not occur, and it is used as one of the alternative means for welding. ..
ところで、構造用接着剤は、接着対象の構造物が保持できるようになるまで少なくとも10分以上の時間を要することから、作業員が手で押さえておくか、治具を用いて構造物を固定しておく必要がある。 By the way, since it takes at least 10 minutes or more for the structural adhesive to be able to hold the structure to be bonded, the worker holds it by hand or fixes the structure using a jig. It is necessary to do it.
また、特許文献1には、加熱硬化型の構造用接着剤を用いて部材と部材とを接着接合する方法であって、塗布した構造用接着剤に沿うようにしてその外側に常温硬化型の瞬間接着剤を塗布し、その状態で両者の仮接合を行った後、構造用接着剤の加熱による硬化処理を行うことが開示されている。 Further, Patent Document 1 describes a method of adhesively joining members to each other by using a heat-curable structural adhesive, which is a room temperature curing type on the outside along the applied structural adhesive. It is disclosed that after applying an instant adhesive and temporarily joining the two in that state, a curing treatment is performed by heating the structural adhesive.
上述したように、作業員の補助や治具で構造用接着剤が硬化するまで保持することは作業時間に無駄が多く、作業コストも増大することとなる。また、例えば、船舶の艤装品(レセプタクル、照明、電線支持具、機器設置台等)のように、暴露部に取り付けられる構造物では、接着部に一定の強度が求められる。 As described above, holding the structural adhesive until it is cured with the assistance of an operator or a jig is wasteful in working time and increases the working cost. Further, in a structure attached to an exposed portion such as a ship's fixtures (receptacle, lighting, electric wire support, equipment installation base, etc.), a certain strength is required for the adhesive portion.
上述した特許文献1に記載された発明では、構造用接着剤の外側に瞬間接着剤が配置されていることから、構造用接着剤の端部は接着する部材間に挟まれた位置に存在することとなる。一般に、構造用接着剤は硬化時に収縮することから、その端部でひび割れが生じやすい。かかるひび割れは、接着部の強度低下を引き起こす原因となる。 In the invention described in Patent Document 1 described above, since the instant adhesive is arranged on the outside of the structural adhesive, the end portion of the structural adhesive exists at a position sandwiched between the members to be bonded. It will be. In general, structural adhesives shrink during curing and are prone to cracking at their ends. Such cracks cause a decrease in the strength of the bonded portion.
本発明はかかる問題点に鑑み創案されたものであり、接着時に構造物を容易に仮止めすることができるとともに接着後の接着部の強度を保持することができる、構造物の接着方法及び接着構造を提供することを目的とする。 The present invention has been devised in view of such problems, and is capable of temporarily fixing the structure at the time of bonding and maintaining the strength of the bonded portion after bonding. The purpose is to provide a structure.
本発明によれば、被接着部の表面に所定の構造物を接着する方法であって、構造用接着剤及び仮止用接着剤の塗布面積を算出する塗布面積算出工程と、前記構造用接着剤及び前記仮止用接着剤の塗布面積を合算した面積以上の大きさを備えた接着面を有する接着部の形状を特定する形状特定工程と、前記接着面に前記構造用接着剤及び前記仮止用接着剤を塗布する塗布工程と、前記接着面を前記被接着部の表面に押し付けて接着する接着工程と、を含み、前記接着工程で前記構造用接着剤が前記接着面の外周からはみ出すように、前記塗布工程で前記構造用接着剤を塗布する、ことを特徴とする構造物の接着方法が提供される。 According to the present invention, there is a method of adhering a predetermined structure to the surface of a portion to be adhered, which is a coating area calculation step of calculating a coating area of a structural adhesive and a temporary fixing adhesive, and the structural bonding. A shape specifying step for specifying the shape of an adhesive portion having an adhesive surface having a size equal to or larger than the total area of the coating agents and the temporary fixing adhesive, and the structural adhesive and the temporary adhesive on the adhesive surface. It includes a coating step of applying a stopping adhesive and a bonding step of pressing the adhesive surface against the surface of the bonded portion to bond the adhesive, and the structural adhesive protrudes from the outer periphery of the adhesive surface in the bonding step. As described above, there is provided a method for adhering a structure, which comprises applying the structural adhesive in the coating step.
前記塗布面積算出工程は、前記構造用接着剤の塗布面積を前記構造物の重量に基づいて算出し、前記仮止用接着剤の塗布面積を前記構造物の本体部を支持する支持部材の重量に基づいて算出する工程であってもよい。 In the coating area calculation step, the coating area of the structural adhesive is calculated based on the weight of the structure, and the coating area of the temporary fixing adhesive is the weight of the support member that supports the main body of the structure. It may be a step of calculating based on.
前記形状特定工程は、前記接着部が前記構造用接着剤を塗布する主接着面と前記仮止用接着剤を塗布する補助接着面とを有し、前記接着面の中心部付近に前記補助接着面を配置し、その外周に前記主接着面を配置するように、前記接着部の形状を特定する工程であってもよい。 In the shape specifying step, the adhesive portion has a main adhesive surface to which the structural adhesive is applied and an auxiliary adhesive surface to which the temporary fixing adhesive is applied, and the auxiliary adhesive is provided near the center of the adhesive surface. The step may be a step of specifying the shape of the adhesive portion so that the surface is arranged and the main adhesive surface is arranged on the outer periphery thereof.
前記形状特定工程は、前記接着部が前記構造用接着剤を塗布する主接着面と前記仮止用接着剤を塗布する補助接着面とを有し、前記主接着面の外周に前記補助接着面を形成する複数のタブを配置するように、前記接着部の形状を特定する工程であってもよい。 In the shape specifying step, the adhesive portion has a main adhesive surface to which the structural adhesive is applied and an auxiliary adhesive surface to which the temporary fixing adhesive is applied, and the auxiliary adhesive surface is provided on the outer periphery of the main adhesive surface. The step may be a step of specifying the shape of the adhesive portion so as to arrange a plurality of tabs forming the above.
前記塗布工程は、複数の列を形成するように前記構造用接着剤を直線状に塗布する工程を含んでいてもよい。 The coating step may include a step of linearly applying the structural adhesive so as to form a plurality of rows.
また、本発明によれば、被接着部の表面に所定の構造物を接着する構造であって、構造用接着剤及び仮止用接着剤の塗布面積を合算した面積以上の大きさを備えた接着面を有し、接着時に前記接着面の外周から前記構造用接着剤がはみ出すように構成された接着部を含む、ことを特徴とする構造物の接着構造が提供される。 Further, according to the present invention, the structure is such that a predetermined structure is adhered to the surface of the bonded portion, and the size is equal to or larger than the total area of the structural adhesive and the temporary fixing adhesive. Provided is an adhesive structure of a structure having an adhesive surface and including an adhesive portion configured such that the structural adhesive protrudes from the outer periphery of the adhesive surface at the time of adhesion.
前記構造用接着剤の塗布面積は前記構造物の重量に基づいて算出され、前記仮止用接着剤の塗布面積は前記構造物を支持する支持部材の重量に基づいて算出されてもよい。 The coating area of the structural adhesive may be calculated based on the weight of the structure, and the coating area of the temporary fixing adhesive may be calculated based on the weight of the support member that supports the structure.
前記接着部は、前記構造用接着剤を塗布する主接着面と前記仮止用接着剤を塗布する補助接着面とを有し、前記主接着面の外周に前記補助接着面を形成する複数のタブを有していてもよい。 The adhesive portion has a main adhesive surface to which the structural adhesive is applied and an auxiliary adhesive surface to which the temporary fixing adhesive is applied, and a plurality of auxiliary adhesive surfaces are formed on the outer periphery of the main adhesive surface. It may have tabs.
上述した本発明に係る構造物の接着方法及び接着構造によれば、構造物の接着に必要な構造用接着剤及び仮止用接着剤の塗布面積を算出してから、構造用接着剤及び仮止用接着剤を塗布する接着面の面積及び接着部の形状を特定したことにより、構造物の接着に必要な構造用接着剤を接着面に塗布することができ、かつ、構造用接着剤が硬化するまで構造物を保持するために必要な仮止用接着剤を接着面に塗布することができる。したがって、作業員の補助や治具を用いることなく構造物を被接着部の表面に接着することができ、接着時に構造物を容易に仮止めすることができる。 According to the structure bonding method and bonding structure according to the present invention described above, after calculating the coating area of the structural adhesive and the temporary fixing adhesive required for bonding the structure, the structural adhesive and the temporary fixing adhesive are temporarily applied. By specifying the area of the adhesive surface to which the stopping adhesive is applied and the shape of the adhesive portion, the structural adhesive required for adhering the structure can be applied to the adhesive surface, and the structural adhesive can be applied. A temporary fixing adhesive required to hold the structure until it hardens can be applied to the adhesive surface. Therefore, the structure can be adhered to the surface of the bonded portion without the assistance of an operator or a jig, and the structure can be easily temporarily fixed at the time of adhesion.
また、本発明によれば、接着時に接着面の外周から構造用接着剤がはみ出すようにしたことにより、構造用接着剤の硬化時に収縮が生じた場合であっても、構造物の接着面と被接着部の表面との間に生じるひび割れを低減することができる。したがって、接着部の強度低下を抑制することができ、接着後の接着部の強度を保持することができる。 Further, according to the present invention, the structural adhesive protrudes from the outer periphery of the adhesive surface at the time of bonding, so that even if shrinkage occurs during curing of the structural adhesive, the adhesive surface of the structure It is possible to reduce cracks that occur between the surface of the bonded portion and the surface of the bonded portion. Therefore, it is possible to suppress a decrease in the strength of the bonded portion and maintain the strength of the bonded portion after bonding.
以下、本発明の実施形態について図1〜図6(F)を用いて説明する。ここで、図1は、本発明の第一実施形態に係る構造物の接着方法を示すフロー図である。図2は、図1に示した接着方法の説明図であり、(A)は形状特定工程、(B)は塗布工程、(C)は接着工程、を示している。図3は、図1に示した接着方法の説明図であり、(A)は構造用接着剤の硬化前の状態を示す断面図、(B)は構造用接着剤の硬化後の状態を示す断面図、(C)は構造物を支持部材に配置した状態、を示している。 Hereinafter, embodiments of the present invention will be described with reference to FIGS. 1 to 6 (F). Here, FIG. 1 is a flow chart showing a method of adhering a structure according to the first embodiment of the present invention. 2A and 2B are explanatory views of the bonding method shown in FIG. 1, in which FIG. 2A shows a shape specifying step, FIG. 2B shows a coating step, and FIG. 2C shows a bonding step. 3A and 3B are explanatory views of the bonding method shown in FIG. 1, FIG. 3A is a cross-sectional view showing a state before curing of the structural adhesive, and FIG. 3B shows a state after curing of the structural adhesive. The cross-sectional view (C) shows a state in which the structure is arranged on the support member.
本発明の第一実施形態に係る構造物1の接着方法は、被接着部2の表面に構造物1を接着する方法であって、構造用接着剤3及び仮止用接着剤4の塗布面積を算出する塗布面積算出工程Step1と、構造用接着剤3及び仮止用接着剤4の塗布面積を合算した面積以上の大きさを備えた接着面11aを有する接着部11の形状を特定する形状特定工程Step2と、接着面11aに構造用接着剤3及び仮止用接着剤4を塗布する塗布工程Step3と、接着面11aを被接着部2の表面に押し付けて接着する接着工程Step4と、を含み、接着工程Step4で構造用接着剤3が接着面11aの外周からはみ出すように、塗布工程Step3で構造用接着剤3を塗布している。 The method of adhering the structure 1 according to the first embodiment of the present invention is a method of adhering the structure 1 to the surface of the bonded portion 2, and the coating area of the structural adhesive 3 and the temporary fixing adhesive 4. A shape that specifies the shape of the adhesive portion 11 having an adhesive surface 11a having a size equal to or larger than the total area of the coating area calculation step Step 1 and the coating areas of the structural adhesive 3 and the temporary fixing adhesive 4. The specific step Step 2, the coating step Step 3 for applying the structural adhesive 3 and the temporary fixing adhesive 4 to the adhesive surface 11a, and the bonding step Step 4 for pressing the adhesive surface 11a against the surface of the bonded portion 2 to bond them. Including, the structural adhesive 3 is applied in the coating step Step 3 so that the structural adhesive 3 protrudes from the outer periphery of the adhesive surface 11a in the bonding step Step 4.
構造物1は、例えば、レセプタクル、照明、電線支持具、機器設置台等の艤装品であるが、これらに限定されるものではない。また、被接着部2は、例えば、船舶の床面、壁面、天井面等のように平面を形成する暴露部である。また、構造物1は、例えば、図3(C)に示したように、本体部1aと、本体部1aを支持する支持部材1bと、備えている。したがって、構造物1は、支持部材1bを被接着部2に固定してから、支持部材1bに本体部1aが取り付けられる。 The structure 1 is, for example, an accessory such as a receptacle, a lighting, an electric wire support, and an equipment installation stand, but is not limited thereto. Further, the bonded portion 2 is an exposed portion that forms a flat surface such as a floor surface, a wall surface, and a ceiling surface of a ship. Further, the structure 1 includes, for example, as shown in FIG. 3C, a main body portion 1a and a support member 1b that supports the main body portion 1a. Therefore, in the structure 1, after the support member 1b is fixed to the bonded portion 2, the main body portion 1a is attached to the support member 1b.
塗布面積算出工程Step1は、構造用接着剤3の塗布面積を算出する第一算出工程Step11と、仮止用接着剤4の塗布面積を算出する第二算出工程Step12と、を含んでいる。なお、第一算出工程Step11と第二算出工程Step12の順序はどちらを先に処理してもよいし、同時に処理してもよい。 The coating area calculation step Step 1 includes a first calculation step Step 11 for calculating the coating area of the structural adhesive 3, and a second calculation step Step 12 for calculating the coating area of the temporary fixing adhesive 4. In addition, either of the first calculation step Step 11 and the second calculation step Step 12 may be processed first, or may be processed at the same time.
構造用接着剤3は、例えば、金属の接着に適した第二世代アクリル系の構造用接着剤であるが、構造用接着剤3は構造物1及び被接着部2の素材によって適宜選択することができる。また、構造物1が船舶の艤装品である場合には、構造用接着剤3は常温硬化型であることが好ましい。 The structural adhesive 3 is, for example, a second-generation acrylic structural adhesive suitable for adhering metals, but the structural adhesive 3 is appropriately selected depending on the materials of the structure 1 and the bonded portion 2. Can be done. When the structure 1 is a ship's fixture, the structural adhesive 3 is preferably a room temperature curable type.
構造用接着剤3は、硬化後に構造物1(本体部1a及び支持部材1b)を保持する部材であることから、少なくとも構造物1の重量を保持可能な強度が必要である。したがって、構造用接着剤3の塗布面積は、構造物1(本体部1a及び支持部材1b)の重量に基づいて算出される。なお、支持部材1bが本体部1aと比較して十分に軽量である場合には、構造用接着剤3の塗布面積は、本体部1aの重量に基づいて算出してもよい。 Since the structural adhesive 3 is a member that holds the structure 1 (main body 1a and support member 1b) after curing, it needs to have at least strength that can hold the weight of the structure 1. Therefore, the coating area of the structural adhesive 3 is calculated based on the weight of the structure 1 (main body portion 1a and support member 1b). When the support member 1b is sufficiently lighter than the main body 1a, the coating area of the structural adhesive 3 may be calculated based on the weight of the main body 1a.
仮止用接着剤4は、例えば、シアノアクリレートを主成分とする瞬間接着剤であるが、これに限定されるものではない。また、支持部材1bの重量や素材によっては、仮止用接着剤4は両面テープであってもよい。 The temporary fixing adhesive 4 is, for example, an instant adhesive containing cyanoacrylate as a main component, but is not limited thereto. Further, depending on the weight and material of the support member 1b, the temporary fixing adhesive 4 may be a double-sided tape.
仮止用接着剤4は、構造用接着剤3が硬化するまで支持部材1bを保持可能な強度を有していればよく、本体部1aを保持可能なほど大きな強度は必要がない。したがって、仮止用接着剤4の塗布面積は、支持部材1bの重量に基づいて算出される。 The temporary fixing adhesive 4 only needs to have a strength capable of holding the support member 1b until the structural adhesive 3 is cured, and does not need to have a strength high enough to hold the main body portion 1a. Therefore, the coating area of the temporary fixing adhesive 4 is calculated based on the weight of the support member 1b.
形状特定工程Step2は、構造物1の接着部11、すなわち、本実施形態では支持部材1bの接着部11の形状を特定する工程である。接着部11は、平面を形成する被接着部2に対して密着可能な平板形状を有している。接着部11の外形は、例えば、図2(A)に示したように、角部にR形状を有する四角形状であるが、これに限定されるものではない。接着部11は、円形状、楕円形状、多角形状等の外形を有してしてもよい。 The shape specifying step Step 2 is a step of specifying the shape of the adhesive portion 11 of the structure 1, that is, the adhesive portion 11 of the support member 1b in the present embodiment. The adhesive portion 11 has a flat plate shape that can be adhered to the adhered portion 2 forming a flat surface. The outer shape of the adhesive portion 11 is, for example, a quadrangular shape having an R shape at the corner portion, as shown in FIG. 2 (A), but is not limited thereto. The adhesive portion 11 may have an outer shape such as a circular shape, an elliptical shape, or a polygonal shape.
かかる形状特定工程Step2は、例えば、図2(A)に示したように、接着部11が構造用接着剤3を塗布する主接着面113と仮止用接着剤4を塗布する補助接着面114とを有し、接着面11aの中心部付近に補助接着面114を配置し、その外周に主接着面113を配置するように、接着部11の形状を特定する工程である。 In the shape specifying step Step 2, for example, as shown in FIG. 2A, the adhesive portion 11 applies the structural adhesive 3 to the main adhesive surface 113 and the temporary fixing adhesive 4 to the auxiliary adhesive surface 114. This is a step of specifying the shape of the adhesive portion 11 so that the auxiliary adhesive surface 114 is arranged near the central portion of the adhesive surface 11a and the main adhesive surface 113 is arranged on the outer periphery thereof.
主接着面113の面積は、塗布面積算出工程Step1の第一算出工程Step11により算出された構造用接着剤3の塗布面積以上の大きさに特定される。また、補助接着面114は、塗布面積算出工程Step1の第二算出工程Step12により算出された仮止用接着剤4の塗布面積以上の大きさに特定される。 The area of the main adhesive surface 113 is specified to be larger than the coating area of the structural adhesive 3 calculated by the first calculation step Step 11 of the coating area calculation step Step1. Further, the auxiliary adhesive surface 114 is specified to have a size equal to or larger than the coating area of the temporary fixing adhesive 4 calculated by the second calculation step Step 12 of the coating area calculation step Step 1.
このように、形状特定工程Step2では、接着部11の外形の形状を特定した後、塗布面積算出工程Step1で算出された構造用接着剤3及び仮止用接着剤4の塗布面積に基づいて接着部11の最終形状が特定される。 In this way, in the shape specifying step Step 2, after specifying the outer shape of the adhesive portion 11, the adhesive is bonded based on the coated areas of the structural adhesive 3 and the temporary fixing adhesive 4 calculated in the coating area calculation step Step 1. The final shape of the portion 11 is specified.
塗布工程Step3は、主接着面113に構造用接着剤3を塗布する第一塗布工程Step31と、補助接着面114に仮止用接着剤4を塗布する第二塗布工程Step32と、を含んでいる。なお、説明の便宜上、図2(B)において、構造用接着剤3を濃い灰色で図示し、仮止用接着剤4を薄い灰色で図示してある。 The coating step Step 3 includes a first coating step Step 31 for applying the structural adhesive 3 to the main adhesive surface 113, and a second coating step Step 32 for applying the temporary fixing adhesive 4 to the auxiliary adhesive surface 114. .. For convenience of explanation, in FIG. 2B, the structural adhesive 3 is shown in dark gray, and the temporary fixing adhesive 4 is shown in light gray.
かかる塗布工程Step3では、例えば、図2(B)に示したように、構造用接着剤3及び仮止用接着剤4が塗布される。なお、第一塗布工程Step31及び第二塗布工程Step32の順序は図1に示した順序に限定されるものではなく、第二塗布工程Step32を先に処理してもよい。 In the coating step Step 3, for example, as shown in FIG. 2B, the structural adhesive 3 and the temporary fixing adhesive 4 are applied. The order of the first coating step Step 31 and the second coating step Step 32 is not limited to the order shown in FIG. 1, and the second coating step Step 32 may be processed first.
また、図2(B)に示したように、構造用接着剤3及び仮止用接着剤4は、複数の列を形成するように直線状に盛られた状態で塗布される。このように構造用接着剤3を所定の間隔を空けて直線状に並べて塗布することにより、接着時に構造用接着剤3を主接着面113に満遍なく行き渡らせることができるだけでなく、展延時の空気の混入を抑制することができる。構造用接着剤3に空気が混入すると接着強度が低下してしまうため、空気の混入を抑制することが好ましい。 Further, as shown in FIG. 2B, the structural adhesive 3 and the temporary fixing adhesive 4 are applied in a linearly piled state so as to form a plurality of rows. By applying the structural adhesives 3 in a straight line at predetermined intervals in this way, not only can the structural adhesives 3 be evenly distributed over the main adhesive surface 113 at the time of bonding, but also the air during spreading Can be suppressed from being mixed. If air is mixed into the structural adhesive 3, the adhesive strength is lowered, so it is preferable to suppress the mixing of air.
また、仮止用接着剤4を直線状に塗布した部分の両側に塗布される構造用接着剤3は、仮止用接着剤4と略同一直線上に配置されていることが好ましい。かかる配置により、構造用接着剤3の展延時に仮止用接着剤4を外部に漏らさずに封じ込むことができる。 Further, it is preferable that the structural adhesive 3 applied to both sides of the portion where the temporary fixing adhesive 4 is applied in a straight line is arranged on substantially the same straight line as the temporary fixing adhesive 4. With such an arrangement, the temporary fixing adhesive 4 can be sealed without leaking to the outside when the structural adhesive 3 is spread.
また、接着面11aの周縁部に塗布される構造用接着剤3は、被接着部2に接着部11を押し付けた際に接着面11aの外周からはみ出すことができる分量が塗布される。例えば、図2(B)に示した構造用接着剤3において、左から順に一列目〜五列目と定義するものとする。 Further, the structural adhesive 3 applied to the peripheral edge of the adhesive surface 11a is applied in an amount that can protrude from the outer periphery of the adhesive surface 11a when the adhesive portion 11 is pressed against the adhesive portion 2. For example, in the structural adhesive 3 shown in FIG. 2B, it is defined as the first to fifth rows in order from the left.
一列目の構造用接着剤3は、接着時に展延することによって接着面11aの図の左側及び上下両側にはみ出すように分量が調整されている。二列目〜四列目の構造用接着剤3は、接着時に展延することによって接着面11aの図の上下両側にはみ出すように分量が調整されている。五列目の構造用接着剤3は、接着時に展延することによって接着面11aの図の右側及び上下両側にはみ出すように分量が調整されている。 The amount of the structural adhesive 3 in the first row is adjusted so as to protrude on the left side and the upper and lower sides of the figure of the adhesive surface 11a by spreading during adhesion. The amount of the structural adhesive 3 in the second row to the fourth row is adjusted so as to extend on both the upper and lower sides of the figure of the adhesive surface 11a by spreading at the time of adhesion. The amount of the structural adhesive 3 in the fifth row is adjusted so as to protrude on the right side and the upper and lower sides of the figure of the adhesive surface 11a by spreading at the time of adhesion.
接着工程Step4は、図2(B)に示したように、接着部11を被接着部2の表面に押し付けて、塗布された構造用接着剤3及び仮止用接着剤4を展延させて、主接着面113に構造用接着剤3を満遍なく行き渡らせるとともに、接着面11aの外周からはみ出させた状態に保持する工程である。このとき、補助接着面114には仮止用接着剤4が満遍なく行き渡っていることから、作業員の補助や治具を用いることなく、構造物1(支持部材1b)を図2(B)に示した状態のまま保持することができる。 In the bonding step Step 4, as shown in FIG. 2 (B), the adhesive portion 11 is pressed against the surface of the bonded portion 2 to spread the applied structural adhesive 3 and temporary fixing adhesive 4. This is a step in which the structural adhesive 3 is evenly distributed on the main adhesive surface 113 and is held in a state of protruding from the outer periphery of the adhesive surface 11a. At this time, since the temporary fixing adhesive 4 is evenly distributed on the auxiliary adhesive surface 114, the structure 1 (support member 1b) is shown in FIG. 2B without the assistance of a worker or a jig. It can be held in the indicated state.
構造用接着剤3の硬化前は、図3(A)に示したように、構造用接着剤3は接着部11の周縁部から盛り上がった状態(外に凸な状態)になっている。その後、時間の経過とともに構造用接着剤3が硬化すると、構造用接着剤3は収縮し、図3(B)に示したように、接着部11の周縁部からはみ出した部分が窪んだ状態(内に凸な状態)に変形することとなる。 Before the structural adhesive 3 is cured, as shown in FIG. 3A, the structural adhesive 3 is in a state of being raised from the peripheral edge of the adhesive portion 11 (a state of being convex outward). After that, when the structural adhesive 3 hardens with the passage of time, the structural adhesive 3 shrinks, and as shown in FIG. 3B, the portion protruding from the peripheral edge of the adhesive portion 11 is recessed (a state in which the portion protruding from the peripheral edge portion 11 is recessed. It will be transformed into an inwardly convex state).
このように、接着部11の周縁部からはみ出した部分で構造用接着剤3を収縮させることにより、接着面11aと被接着部2の表面との間に生じるひび割れを抑制することができる。したがって、接着部11の強度低下を抑制することができ、接着後の接着部11の強度を保持することができる。 In this way, by shrinking the structural adhesive 3 at the portion protruding from the peripheral edge portion of the adhesive portion 11, cracks generated between the adhesive surface 11a and the surface of the adhesive portion 2 can be suppressed. Therefore, it is possible to suppress a decrease in the strength of the bonded portion 11 and maintain the strength of the bonded portion 11 after bonding.
構造用接着剤3が硬化した後、図3(C)に示したように、支持部材1bに本体部1aを取り付ける。なお、図示した本体部1a及び支持部材1bの構成は、単なる例示であり、図示した構成に限定されるものではない。 After the structural adhesive 3 is cured, the main body 1a is attached to the support member 1b as shown in FIG. 3C. The configurations of the main body 1a and the support member 1b shown are merely examples, and are not limited to the configurations shown.
上述した第一実施形態に係る構造物1の接着方法によれば、構造用接着剤3及び仮止用接着剤4の塗布面積を合算した面積以上の大きさを備えた接着面11aを有し、接着時に接着面11aの外周から構造用接着剤3がはみ出すように構成された接着部11を備えた構造物1の接着構造が構成される。 According to the method for adhering the structure 1 according to the first embodiment described above, the adhesive surface 11a has a size equal to or larger than the total area of the coating areas of the structural adhesive 3 and the temporary fixing adhesive 4. The adhesive structure of the structure 1 including the adhesive portion 11 configured so that the structural adhesive 3 protrudes from the outer periphery of the adhesive surface 11a at the time of adhesion is formed.
次に、塗布工程Step3の変形例について、図4(A)及び図4(B)を参照しつつ説明する。ここで、図4は、塗布工程の変形例を示す図であり、(A)は第一変形例、(B)は第二変形例、である。 Next, a modified example of the coating step Step 3 will be described with reference to FIGS. 4 (A) and 4 (B). Here, FIG. 4 is a diagram showing a modified example of the coating process, (A) is a first modified example, and (B) is a second modified example.
図4(A)に示した第一変形例は、仮止用接着剤4を塗布する位置を左から四列目の位置に変更したものである。このように、仮止用接着剤4を塗布する位置は、必ずしも接着面11aの中心部である必要はなく、中心部に近い領域(例えば、二列目や四列目の位置)であってもよい。かかる位置に仮止用接着剤4を塗布した場合であっても、接着工程Step4において、構造用接着剤3で仮止用接着剤4を内部に封じ込むことができる。 In the first modification shown in FIG. 4A, the position where the temporary fixing adhesive 4 is applied is changed to the position in the fourth row from the left. As described above, the position where the temporary fixing adhesive 4 is applied does not necessarily have to be the central portion of the adhesive surface 11a, but is a region close to the central portion (for example, the position of the second row or the fourth row). May be good. Even when the temporary fixing adhesive 4 is applied to such a position, the temporary fixing adhesive 4 can be sealed inside with the structural adhesive 3 in the bonding step Step 4.
換言すれば、仮止用接着剤4を塗布する位置は、一列目や五列目に配置することは好ましくない。この場合、接着工程Step4において、仮止用接着剤4が構造用接着剤3の展延によって接着面11aの外に押し出されてしまい、構造物1の仮止めに必要な強度を保持することができないことが予測される。 In other words, the position where the temporary fixing adhesive 4 is applied is not preferably arranged in the first row or the fifth row. In this case, in the bonding step Step 4, the temporary fixing adhesive 4 is pushed out of the bonding surface 11a by the spreading of the structural adhesive 3, and the strength required for temporary fixing of the structure 1 can be maintained. It is predicted that it will not be possible.
図4(B)に示した第二変形例は、構造用接着剤3及び仮止用接着剤4を斜めに塗布したものである。接着工程Step4において、仮止用接着剤4を封じ込みつつ構造用接着剤3を接着面11aの外周にはみ出させることができれば、構造用接着剤3及び仮止用接着剤4を塗布する方向は任意に設定することができる。 In the second modification shown in FIG. 4B, the structural adhesive 3 and the temporary fixing adhesive 4 are diagonally applied. In the bonding step Step 4, if the structural adhesive 3 can be projected to the outer periphery of the adhesive surface 11a while sealing the temporary fixing adhesive 4, the direction in which the structural adhesive 3 and the temporary fixing adhesive 4 are applied is It can be set arbitrarily.
次に、本発明の第二実施形態に係る構造物の接着方法について、図5(A)〜図6(F)を参照しつつ説明する。ここで、図5は、本発明の第二実施形態に係る構造物の接着方法を示す説明図であり、(A)は形状特定工程及び塗布工程、(B)は接着工程、を示している。 Next, the method of adhering the structure according to the second embodiment of the present invention will be described with reference to FIGS. 5 (A) to 6 (F). Here, FIG. 5 is an explanatory view showing a method of adhering a structure according to a second embodiment of the present invention, in which (A) shows a shape specifying step and a coating step, and (B) shows a bonding step. ..
第二実施形態に係る構造物1の接着方法の基本的な流れは図1に示した第一実施形態と同一である。この第二実施形態では、形状特定工程Step2における構造物1の接着部11の形状並びに塗布工程Step3にける構造用接着剤3及び仮止用接着剤4の塗布方法が異なっている。 The basic flow of the bonding method of the structure 1 according to the second embodiment is the same as that of the first embodiment shown in FIG. In this second embodiment, the shape of the adhesive portion 11 of the structure 1 in the shape specifying step Step 2 and the coating method of the structural adhesive 3 and the temporary fixing adhesive 4 in the coating step Step 3 are different.
第二実施形態における形状特定工程Step2は、接着部11が構造用接着剤3を塗布する主接着面113と仮止用接着剤4を塗布する補助接着面114とを有し、主接着面113の外周に補助接着面114を形成する複数のタブ11bを配置するように、接着部11の形状を特定する工程である。 In the shape specifying step Step 2 in the second embodiment, the adhesive portion 11 has a main adhesive surface 113 to which the structural adhesive 3 is applied and an auxiliary adhesive surface 114 to which the temporary fixing adhesive 4 is applied, and the main adhesive surface 113. This is a step of specifying the shape of the adhesive portion 11 so that a plurality of tabs 11b forming the auxiliary adhesive surface 114 are arranged on the outer periphery of the adhesive portion 11.
具体的には、図5(A)に示したように、形状特定工程Step2において、主接着面113は略矩形形状に形成され、その四つの角部に略矩形のタブ11bが形成される。そして、塗布工程Step3において、主接着面113には、複数の列を形成するように構造用接着剤3が直線状に塗布される。また、補助接着面114を構成するタブ11bには、その中心部に仮止用接着剤4が塗布される。 Specifically, as shown in FIG. 5A, in the shape specifying step Step 2, the main adhesive surface 113 is formed into a substantially rectangular shape, and the substantially rectangular tabs 11b are formed at the four corners thereof. Then, in the coating step Step 3, the structural adhesive 3 is linearly applied to the main adhesive surface 113 so as to form a plurality of rows. Further, the temporary fixing adhesive 4 is applied to the central portion of the tab 11b constituting the auxiliary adhesive surface 114.
また、構造用接着剤3は、接着工程Step4において、図5(B)に示したように、接着面11a(主接着面113)の外周から構造用接着剤3がはみ出すように塗布される。本実施形態において、タブ11b(補助接着面114)は支持部材1bの仮止めに用いられる部分であり、構造用接着剤3の硬化後に構造物1を保持可能な強度は要求されない部分である。 Further, in the bonding step Step 4, the structural adhesive 3 is applied so that the structural adhesive 3 protrudes from the outer periphery of the adhesive surface 11a (main adhesive surface 113) as shown in FIG. 5 (B). In the present embodiment, the tab 11b (auxiliary adhesive surface 114) is a portion used for temporarily fixing the support member 1b, and is a portion that is not required to have a strength capable of holding the structure 1 after the structural adhesive 3 is cured.
構造物1の保持に必要な強度は、主接着面113によって担保されることから、構造用接着剤3は主接着面113からはみ出していれば十分である。本実施形態では、構造用接着剤3の一部はタブ11bの下に位置していることから、構造用接着剤3の硬化時に収縮してひび割れが生じる可能性がある。しかしながら、上述したように、タブ11bは構造物1を保持するための強度を担保する部分ではないことから、強度保持に与える影響は少ない。 Since the strength required for holding the structure 1 is secured by the main adhesive surface 113, it is sufficient that the structural adhesive 3 protrudes from the main adhesive surface 113. In the present embodiment, since a part of the structural adhesive 3 is located under the tab 11b, there is a possibility that the structural adhesive 3 shrinks and cracks when it is cured. However, as described above, since the tab 11b is not a portion that guarantees the strength for holding the structure 1, the influence on the strength holding is small.
次に、第二実施形態における形状特定工程Step2及び塗布工程Step3の変形例について、図6(A)〜図6(F)を参照しつつ説明する。ここで、図6は、形状特定工程及び塗布工程の変形例を示す図であり、(A)は第一変形例、(B)は第二変形例、(C)は第三変形例、(D)は第四変形例、(E)は第五変形例、(F)第六変形例、である。 Next, a modified example of the shape specifying step Step 2 and the coating step Step 3 in the second embodiment will be described with reference to FIGS. 6 (A) to 6 (F). Here, FIG. 6 is a diagram showing a modified example of the shape specifying step and the coating process, where (A) is a first modified example, (B) is a second modified example, and (C) is a third modified example. D) is a fourth modification, (E) is a fifth modification, and (F) is a sixth modification.
図6(A)に示した第一変形例は、主接着面113の角部に略円形状のタブ11bを形成したものである。図示しないが、タブ11bは、楕円形状、多角形状等の他の形状であってもよい。 In the first modification shown in FIG. 6A, a substantially circular tab 11b is formed at a corner of the main adhesive surface 113. Although not shown, the tab 11b may have other shapes such as an elliptical shape and a polygonal shape.
図6(B)に示した第二変形例は、主接着面113の角部に図の左右方向に延設するようにタブ11bを形成したものである。図示しないが、主接着面113の角部に図の上下方向に延設するようにタブ11bを形成してもよい。また、図示しないが、一部のタブ11bを図の左右方向に延設し、残りのタブ11bを図の上下方向に延設するようにタブ11bを形成してもよい。 In the second modification shown in FIG. 6B, tabs 11b are formed at the corners of the main adhesive surface 113 so as to extend in the left-right direction of the drawing. Although not shown, tabs 11b may be formed at the corners of the main adhesive surface 113 so as to extend in the vertical direction in the drawing. Further, although not shown, the tabs 11b may be formed so that some tabs 11b extend in the left-right direction of the drawing and the remaining tabs 11b extend in the vertical direction of the drawing.
図6(C)に示した第三変形例は、主接着面113の各辺の中央部にタブ11bを形成したものである。図示しないが、タブ11bの形状は、円形状や多角形状等であってもよい。なお、タブ11bは、上下左右にバランスよく配置されていれば、必ずしも各辺の中央部に形成されていなくてもよい。 In the third modification shown in FIG. 6C, a tab 11b is formed at the center of each side of the main adhesive surface 113. Although not shown, the shape of the tab 11b may be a circular shape, a polygonal shape, or the like. The tabs 11b do not necessarily have to be formed at the center of each side as long as they are arranged in a well-balanced manner in the vertical and horizontal directions.
図6(D)に示した第四変形例は、主接着面113の図の左右両側の辺に二つずつタブ11bを形成したものである。本変形例は、図6(B)に示したタブ11bを左右両側の辺に沿って中央部寄りに位置を変更したものということもできる。図示しないが、主接着面113の図の上下両側の辺に二つずつタブ11bを形成してもよい。また、各辺に形成されるタブ11bの個数は三つ以上であってもよい。 In the fourth modification shown in FIG. 6D, two tabs 11b are formed on each of the left and right sides of the main bonding surface 113. In this modified example, it can be said that the tab 11b shown in FIG. 6B is repositioned toward the center along the left and right sides. Although not shown, two tabs 11b may be formed on each of the upper and lower sides of the main bonding surface 113 in the drawing. Further, the number of tabs 11b formed on each side may be three or more.
図6(E)に示した第五変形例は、主接着面113の角部に図の左右方向及び上下方向に延設するように計八つのタブ11bを形成したものである。また、図6(F)に示した第六変形例は、図6(E)に示したタブ11bを各辺に沿って中央部寄りに位置を変更したものである。 In the fifth modification shown in FIG. 6 (E), a total of eight tabs 11b are formed at the corners of the main adhesive surface 113 so as to extend in the left-right direction and the up-down direction in the figure. Further, in the sixth modification shown in FIG. 6 (F), the tab 11b shown in FIG. 6 (E) is repositioned toward the center along each side.
上述したように、タブ11bの個数及び配置は、仮止用接着剤4の塗布面積、支持部材1bの重量や重心の位置、構造物1を接着する場所の環境等の条件によって任意に設定することができる。 As described above, the number and arrangement of the tabs 11b are arbitrarily set according to conditions such as the coating area of the temporary fixing adhesive 4, the weight and the position of the center of gravity of the support member 1b, and the environment of the place where the structure 1 is bonded. be able to.
上述した第二実施形態に係る構造物1の接着方法によれば、構造用接着剤3及び仮止用接着剤4の塗布面積を合算した面積以上の大きさを備えた接着面11aを有し、接着時に接着面11aの外周から構造用接着剤3がはみ出すように構成された接着部11を備えるとともに、接着部11が、構造用接着剤3を塗布する主接着面113と仮止用接着剤4を塗布する補助接着面114とを有し、主接着面113の外周に補助接着面114を構成する複数のタブ11bを形成した構造物1の接着構造が構成される。 According to the method for adhering the structure 1 according to the second embodiment described above, the adhesive surface 11a has a size equal to or larger than the total area of the coating areas of the structural adhesive 3 and the temporary fixing adhesive 4. The adhesive portion 11 is provided so that the structural adhesive 3 protrudes from the outer periphery of the adhesive surface 11a at the time of adhesion, and the adhesive portion 11 adheres to the main adhesive surface 113 to which the structural adhesive 3 is applied for temporary fixing. The adhesive structure of the structure 1 having the auxiliary adhesive surface 114 to which the agent 4 is applied and having a plurality of tabs 11b forming the auxiliary adhesive surface 114 formed on the outer periphery of the main adhesive surface 113 is formed.
本発明は上述した実施形態に限定されず、例えば、船舶の艤装品以外の構造物にも適用することができる等、本発明の趣旨を逸脱しない範囲で種々変更が可能であることは勿論である。 It goes without saying that the present invention is not limited to the above-described embodiment, and various modifications can be made without departing from the spirit of the present invention, for example, the present invention can be applied to structures other than the fixtures of a ship. is there.
1 構造物
1a 本体部
1b 支持部材
2 被接着部
3 構造用接着剤
4 仮止用接着剤
11 接着部
11a 接着面
11b タブ
113 主接着面
114 補助接着面
Step1 塗布面積算出工程
Step11 第一算出工程
Step12 第二算出工程
Step2 形状特定工程
Step3 塗布工程
Step31 第一塗布工程
Step32 第二塗布工程
Step4 接着工程
1 Structure 1a Main body 1b Support member 2 Adhesive part 3 Structural adhesive 4 Temporary adhesive 11 Adhesive part 11a Adhesive surface 11b Tab 113 Main adhesive surface 114 Auxiliary adhesive surface Step1 Coating area calculation step Step11 First calculation step Step12 Second calculation step Step2 Shape identification step Step3 Coating step Step31 First coating step Step32 Second coating step Step4 Adhesive step
Claims (8)
構造用接着剤及び仮止用接着剤の塗布面積を算出する塗布面積算出工程と、
前記構造用接着剤及び前記仮止用接着剤の塗布面積を合算した面積以上の大きさを備えた接着面を有する接着部の形状を特定する形状特定工程と、
前記接着面に前記構造用接着剤及び前記仮止用接着剤を塗布する塗布工程と、
前記接着面を前記被接着部の表面に押し付けて接着する接着工程と、を含み、
前記接着工程で前記構造用接着剤が前記接着面の外周からはみ出すように、前記塗布工程で前記構造用接着剤を塗布する、
ことを特徴とする構造物の接着方法。 It is a method of adhering a predetermined structure to the surface of the portion to be adhered.
The coating area calculation process for calculating the coating area of the structural adhesive and the temporary fixing adhesive, and
A shape specifying step for specifying the shape of an adhesive portion having an adhesive surface having a size equal to or larger than the total area of the applied areas of the structural adhesive and the temporary fixing adhesive.
A coating step of applying the structural adhesive and the temporary fixing adhesive to the adhesive surface, and
Including an bonding step of pressing the bonding surface against the surface of the bonded portion to bond the bonded surface.
The structural adhesive is applied in the coating step so that the structural adhesive protrudes from the outer periphery of the bonding surface in the bonding step.
A method of adhering a structure, which is characterized in that.
構造用接着剤及び仮止用接着剤の塗布面積を合算した面積以上の大きさを備えた接着面を有し、接着時に前記接着面の外周から前記構造用接着剤がはみ出すように構成された接着部を含む、
ことを特徴とする構造物の接着構造。 A structure in which a predetermined structure is adhered to the surface of the portion to be adhered.
It has an adhesive surface having a size equal to or larger than the total area of the applied areas of the structural adhesive and the temporary fixing adhesive, and is configured so that the structural adhesive protrudes from the outer periphery of the adhesive surface during bonding. Including adhesive part,
Adhesive structure of the structure characterized by that.
The adhesive portion has a main adhesive surface to which the structural adhesive is applied and an auxiliary adhesive surface to which the temporary fixing adhesive is applied, and a plurality of auxiliary adhesive surfaces are formed on the outer periphery of the main adhesive surface. The adhesive structure of the structure according to claim 6, which has a tab.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2019144202A JP7320399B2 (en) | 2019-08-06 | 2019-08-06 | Adhesion method and adhesion structure of structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2019144202A JP7320399B2 (en) | 2019-08-06 | 2019-08-06 | Adhesion method and adhesion structure of structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2021024956A true JP2021024956A (en) | 2021-02-22 |
JP7320399B2 JP7320399B2 (en) | 2023-08-03 |
Family
ID=74664413
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2019144202A Active JP7320399B2 (en) | 2019-08-06 | 2019-08-06 | Adhesion method and adhesion structure of structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP7320399B2 (en) |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6483115A (en) * | 1987-09-25 | 1989-03-28 | Minami Machine | Apparatus for measuring coating amount |
JPH0376772A (en) * | 1989-08-17 | 1991-04-02 | Yodogawa Steel Works Ltd | Method and device for bonding |
JPH08209855A (en) * | 1994-09-30 | 1996-08-13 | Inax Corp | Manufacture of building material panel |
JP2005146035A (en) * | 2003-11-12 | 2005-06-09 | Hori Glass Kk | Method for bonding and bonded structure |
JP2005350547A (en) * | 2004-06-09 | 2005-12-22 | Toyota Motor Corp | Method for joining member and joining member |
JP2011224785A (en) * | 2010-04-15 | 2011-11-10 | Seiko Epson Corp | Method for manufacturing of liquid jet head |
JP2017057329A (en) * | 2015-09-18 | 2017-03-23 | セメダイン株式会社 | Bonding method |
WO2017221289A1 (en) * | 2016-06-20 | 2017-12-28 | 三洋機工株式会社 | Adhesive inspection device and adhesive inspection method |
US20180238509A1 (en) * | 2015-10-23 | 2018-08-23 | HELLA GmbH & Co. KGaA | Connecting arrangement for the adhesive connection of a positionally sensitive element to a receiving body |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SG11201603506PA (en) | 2013-11-04 | 2016-05-30 | Tissuegene Inc | Treatment of damaged nerve with pten inhibitor |
-
2019
- 2019-08-06 JP JP2019144202A patent/JP7320399B2/en active Active
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6483115A (en) * | 1987-09-25 | 1989-03-28 | Minami Machine | Apparatus for measuring coating amount |
JPH0376772A (en) * | 1989-08-17 | 1991-04-02 | Yodogawa Steel Works Ltd | Method and device for bonding |
JPH08209855A (en) * | 1994-09-30 | 1996-08-13 | Inax Corp | Manufacture of building material panel |
JP2005146035A (en) * | 2003-11-12 | 2005-06-09 | Hori Glass Kk | Method for bonding and bonded structure |
JP2005350547A (en) * | 2004-06-09 | 2005-12-22 | Toyota Motor Corp | Method for joining member and joining member |
JP2011224785A (en) * | 2010-04-15 | 2011-11-10 | Seiko Epson Corp | Method for manufacturing of liquid jet head |
JP2017057329A (en) * | 2015-09-18 | 2017-03-23 | セメダイン株式会社 | Bonding method |
US20180238509A1 (en) * | 2015-10-23 | 2018-08-23 | HELLA GmbH & Co. KGaA | Connecting arrangement for the adhesive connection of a positionally sensitive element to a receiving body |
WO2017221289A1 (en) * | 2016-06-20 | 2017-12-28 | 三洋機工株式会社 | Adhesive inspection device and adhesive inspection method |
Also Published As
Publication number | Publication date |
---|---|
JP7320399B2 (en) | 2023-08-03 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR20160007379A (en) | Metrology interlocking polyurethane coating for clamp feet for robotic end effectors | |
JP2021024956A (en) | Adhesion method of structure, and adhesion structure | |
WO2020170653A1 (en) | Display device and method for manufacturing display device | |
TW202325963A (en) | Attachment method for construction-use surface material | |
JP2021161859A (en) | Deck plate fixation device and deck plate fixation method | |
JP7204352B2 (en) | Fixation structure, fixation method, and fixation structure modification method | |
JP2018154974A (en) | Sheet waterproof structure and construction method for sheet waterproof structure | |
JP2004225782A (en) | Suspension fixture | |
JP2022015045A (en) | Sheet metal adhesive and bonding method thereof | |
JP2013130224A (en) | Bonding structure of member and adhering method of member | |
JP2008043985A (en) | Adhesive joint structure and method for producing cover for vehicle | |
JP4664236B2 (en) | Optical fiber converging member and optical fiber assembly | |
JP2016078264A (en) | Joint body, and production method thereof | |
JP2012062729A (en) | Method for partially repairing floor material for flooring of building | |
JP2019199920A (en) | Frame | |
KR100211502B1 (en) | Process for adhering carbon fiber sheets | |
JP2012170971A (en) | Heat resistant sheet for welding spatter | |
KR20140081596A (en) | Rivet connecting structure and rivet connecting apparatus | |
JP7332354B2 (en) | anchor plate | |
JP2018012968A (en) | Alc member, fixation structure of alc member and building | |
JP6456061B2 (en) | Magnet plate | |
JPH01295962A (en) | Combination tile | |
JP2019044578A (en) | Adhesive type panel wall structure and adhesive type panel material installation method | |
JP2019165556A (en) | Mounting jig | |
JP2023104745A (en) | Sealant installation jig |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20220425 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20230118 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20230209 |
|
A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20230406 |
|
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: 20230720 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20230724 |
|
R150 | Certificate of patent or registration of utility model |
Ref document number: 7320399 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |