JP4311666B2 - Rectangular cross-section beam and processing method thereof - Google Patents

Rectangular cross-section beam and processing method thereof Download PDF

Info

Publication number
JP4311666B2
JP4311666B2 JP2004271402A JP2004271402A JP4311666B2 JP 4311666 B2 JP4311666 B2 JP 4311666B2 JP 2004271402 A JP2004271402 A JP 2004271402A JP 2004271402 A JP2004271402 A JP 2004271402A JP 4311666 B2 JP4311666 B2 JP 4311666B2
Authority
JP
Japan
Prior art keywords
section
concave
rectangular cross
cross
square cross
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
Application number
JP2004271402A
Other languages
Japanese (ja)
Other versions
JP2006083647A (en
Inventor
明男 杉本
一樹 次橋
善満 村橋
寛明 川上
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kobe Steel Ltd
Nippon Steel Corp
Original Assignee
Kobe Steel Ltd
Nippon Steel Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kobe Steel Ltd, Nippon Steel Corp filed Critical Kobe Steel Ltd
Priority to JP2004271402A priority Critical patent/JP4311666B2/en
Publication of JP2006083647A publication Critical patent/JP2006083647A/en
Application granted granted Critical
Publication of JP4311666B2 publication Critical patent/JP4311666B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

本発明は、主要には、T字状の垂直接続をはじめとした任意な角度(平行も含む)での接続が容易な角形断面梁の構成に関する。   The present invention mainly relates to a configuration of a rectangular cross-section beam that can be easily connected at an arbitrary angle (including parallel) including a T-shaped vertical connection.

角形断面梁を他の角形断面梁に対してT字状の継ぎ手接合を行う場合は、図16に示すように、L字状のアングル53及びタップネジ14等の締結具を用いて締結する方法が、従来から一般的に用いられている。
KC型スチールハウスAタイプ標準工事仕様書(「スチールハウス用接合金物」の部分)
When performing T-shaped joint joining of a square cross-section beam to another square cross-section beam, there is a method of fastening using a fastener such as an L-shaped angle 53 and a tap screw 14 as shown in FIG. Conventionally, it is generally used.
KC type steel house A type standard construction specification (part of "joint hardware for steel house")

しかし、上記非特許文献1の構成は、アングル部材53が必要になるとともにネジ14等の必要本数が多くなってしまい、部品コストや施工工数が増大してしまう。また図17に示すように、一側の梁51に荷重が作用したときに接合部分のアングル部材53が変形して接合部にズレや傾きが生じてしまい易く、角形断面梁の曲げ剛性を効果的に発揮できない。   However, the configuration of Non-Patent Document 1 requires the angle member 53 and increases the number of screws 14 and the like, which increases the part cost and the number of construction steps. Further, as shown in FIG. 17, when a load is applied to the beam 51 on one side, the angle member 53 at the joint portion is likely to be deformed and the joint portion is likely to be displaced or tilted, and the bending rigidity of the square cross-section beam is effective. Cannot be demonstrated.

課題を解決するための手段及び効果Means and effects for solving the problems

本発明の解決しようとする課題は以上の如くであり、次にこの課題を解決するための手段とその効果を説明する。   The problems to be solved by the present invention are as described above. Next, means for solving the problems and the effects thereof will be described.

◆本発明の第1の観点によれば、角形断面梁であって、その側面に凹部が設けられており、当該凹部は前記側面に対して傾斜した傾斜面を有する、角形断面梁が提供される。なお「角形断面梁」とは、角パイプのように断面が閉じた形状であるものに限定されるものではなく、例えばコ形、L形、Z形、Σ形の断面を有する梁を含む。また、溝形鋼のような開断面の梁であっても良い。   ◆ According to a first aspect of the present invention, there is provided a rectangular cross-section beam, which is provided with a concave portion on a side surface thereof, and the concave portion has an inclined surface inclined with respect to the side surface. The The “square cross-section beam” is not limited to a shape having a closed cross section such as a square pipe, and includes, for example, a beam having a U-shaped, L-shaped, Z-shaped, or Σ-shaped cross section. Further, it may be a beam having an open cross section such as channel steel.

これにより、その傾斜面に公知のネジなどの締結具を貫通させて相手側の梁に直接接合させることができる。従って、L字アングル等が必要なくなり、締結具の必要数も低減できるので、部品点数及び製造工数を低減できる。また、締結具の締結力をそのまま利用できるので、強固な結合が得られる。   Thereby, a fastener such as a known screw can be passed through the inclined surface and directly joined to the other beam. Therefore, an L-shaped angle or the like is not necessary, and the necessary number of fasteners can be reduced, thereby reducing the number of parts and the number of manufacturing steps. Further, since the fastening force of the fastener can be used as it is, a strong bond can be obtained.

◆本発明の第2の観点によれば、角形断面梁であって、その側面に半球状の凹部が設けられている、角形断面梁が提供される。   ◆ According to a second aspect of the present invention, there is provided a rectangular cross-section beam having a hemispherical recess provided on a side surface thereof.

これにより、垂直以外の斜めの角度で角形断面梁同士を接合する場合でも、締結具を凹部の壁面(内面)に対して垂直に貫通させることが可能であるので、強固な結合が確実に得られる。   Accordingly, even when the square cross-section beams are joined to each other at an oblique angle other than vertical, the fastener can be penetrated perpendicularly to the wall surface (inner surface) of the recess, so that a strong coupling can be reliably obtained. It is done.

◆前記の角形断面梁においては、前記凹部の内面に多数の凹凸が形成されていることが好ましい。   In the square cross-section beam, it is preferable that a large number of irregularities are formed on the inner surface of the concave portion.

これにより、締結具の先端が凹部の内面に対して滑りにくくなり、凹部の狙った位置に締結具を確実に突入させることができる。この結果、強固な結合がより容易に実現される。   Thereby, the front-end | tip of a fastener becomes difficult to slip with respect to the inner surface of a recessed part, and a fastener can be reliably plunged into the position which the recessed part aimed. As a result, a strong bond can be realized more easily.

◆本発明の第3の観点によれば、角形断面梁であって、その側面に梁の長手方向に沿う凹条を設け、この凹条は、前記側面に対して傾斜している凹条壁面を有する、角形断面梁が提供される。   ◆ According to a third aspect of the present invention, a rectangular cross-section beam is provided with a groove along the longitudinal direction of the beam on the side surface, and the groove is a groove wall surface inclined with respect to the side surface. A square cross-section beam is provided.

これにより、前記凹条壁面に締結具を貫通させることで、相手側の梁との結合が容易かつ強固になる。   Thereby, a coupling | bonding with the beam of the other party becomes easy and strong by letting a fastener penetrate the said concave wall surface.

◆前記の角形断面梁においては、前記凹条壁面が、当該角形断面梁の側面に対して前述の凹部を形成した角形断面梁の端部を向かい合わせたときに、当該凹部の前記傾斜面とほぼ平行になっていることが好ましい。   In the square cross-section beam, when the concave wall surface faces the side of the square cross-section beam facing the end of the square cross-section beam having the concave section, the inclined surface of the concave section It is preferable that they are substantially parallel.

これにより、締結具を前記傾斜面に対し垂直に貫通させることで、その締結具が凹条壁面もほぼ垂直に貫通することとなるから、締結が一層容易かつ強固になる。   Accordingly, by allowing the fastener to penetrate perpendicularly to the inclined surface, the fastener also penetrates the concave wall surface almost perpendicularly, so that fastening is easier and stronger.

◆本発明の第4の観点によれば、2本の角形断面梁の接合方法であって、それぞれの角形断面梁の側面には当該梁の長手方向に沿う凹条を設け、当該凹条は前記側面に対して傾斜している凹条壁面を有するように構成した上で、当該2本の角形断面梁を、一側の側面同士を向かい合わせるように、かつ上記凹条を設けた側面が前記向かい合う側面と垂直をなすように、平行に配置するとともに、前記凹条の凹条壁面に締結具を突入させて、当該締結具を、2本の角形断面梁の当該向かい合う側面を貫通させて結合する、角形断面梁の接合方法が提供される。   ◆ According to a fourth aspect of the present invention, there is provided a method for joining two rectangular cross-section beams, each side of the square cross-section beam being provided with a groove along the longitudinal direction of the beam, After having the concave wall surface inclined with respect to the side surface, the side surfaces of the two rectangular cross-section beams facing each other and having the concave surface are provided. It is arranged in parallel so as to be perpendicular to the opposite side surfaces, and a fastener is inserted into the concave wall surface of the concave stripe so that the fastener penetrates the opposite side surfaces of the two rectangular cross-section beams. A joining method for joining square cross-section beams is provided.

これにより、容易かつ強固な結合が得られ、2本の角形断面梁を平行に結合することで剛性を容易に増大させ得る。また、凹条の内部に締結具の頭部を収納させるように構成すれば、角形断面梁の側面に他の部材を取り付ける際も、締結具の頭部と当該他の部材とが干渉しにくい構成とできる。   Thereby, an easy and strong coupling | bonding is obtained and rigidity can be easily increased by couple | bonding two square cross-section beams in parallel. Moreover, if it comprises so that the head of a fastener may be accommodated in the inside of a concave line, when attaching another member to the side surface of a square cross-section beam, the head of a fastener and the said other member do not interfere easily. Can be configured.

◆前記の角形断面梁の接合方法においては、それぞれの角形断面梁の前記向かい合う側面には第2凹条を設け、この第2凹条は、前記向かい合う側面に対して傾斜している第2凹条壁面を有しているとともに、この第2凹条壁面が、前記凹条の凹条壁面とほぼ平行になっていることが好ましい。   In the method for joining the square cross-section beams, a second concave stripe is provided on the opposite side surface of each square cross-section beam, and the second concave stripe is inclined with respect to the opposite side face. While having a strip wall surface, it is preferable that this 2nd groove wall surface is substantially parallel to the groove wall surface of the said groove.

これにより、締結具を前記凹条壁面に対し垂直に貫通させることで、その締結具が第2凹条壁面もほぼ垂直に貫通することとなるから、締結が一層容易かつ強固になる。   Accordingly, by allowing the fastener to penetrate perpendicularly to the concave wall surface, the fastener also penetrates the second concave wall surface almost perpendicularly, so that fastening is easier and stronger.

◆前記の角形断面梁の接合方法においては、前記向かい合う側面の間に介在部材を介在させることが好ましい。   In the method for joining the square cross-section beams, it is preferable to interpose an intervening member between the facing side surfaces.

これにより、2本の角形断面梁の向かい合う側面同士の摩擦力を高めることができ、結合をより強固とできる。また角形断面梁が金属製の場合、金属同士が擦れ合う不快な音を防止できる。   Thereby, the frictional force between the opposing side surfaces of the two square cross-section beams can be increased, and the coupling can be further strengthened. In addition, when the square cross-section beam is made of metal, it is possible to prevent an unpleasant sound in which the metals rub against each other.

◆前記の角形断面梁の接合方法においては、前記角形断面梁の前記向かい合う側面には、前記介在部材に対面する凸部が設けられていることが好ましい。   In the method for joining the square cross-section beams, it is preferable that a convex portion facing the interposition member is provided on the opposite side surface of the square cross-section beam.

これにより、凸部が介在部材に食い込むようにして2本の角形断面梁が一層強固に結合される。   As a result, the two rectangular cross-section beams are more firmly coupled so that the convex portion bites into the interposition member.

◆本発明の第5の観点によれば、角形断面梁であってその側面に梁の長手方向に沿う凸条を設けた、角形断面梁が提供される。   ◆ According to a fifth aspect of the present invention, there is provided a square cross-section beam which is a square cross-section beam and has a side surface provided with a ridge along the longitudinal direction of the beam.

これにより、接合される相手側の断面梁との間の位置決めが容易かつ正確に行えるので、正確な位置での接合が実現される。   Thereby, since it can position easily and correctly with the cross-sectional beam of the other party joined, joining in an exact position is implement | achieved.

◆前記の角形断面梁においては、前記凸条は1つの側面に複数本設けられていることが好ましい。   In the square cross-section beam, it is preferable that a plurality of the ridges are provided on one side surface.

これにより、接合時の位置決めが更に正確となる。   Thereby, positioning at the time of joining becomes further accurate.

◆前記の角形断面梁を接合する相手側の角形断面梁においては、その端部に切欠を設けて、当該角形断面梁の端部を前記の角形断面梁の側面に向かい合わせたときに、前記切欠が前記凸条に対面することが好ましい。   ◆ In the other side of the square cross-section beam that joins the above-mentioned square cross-section beam, when a notch is provided at the end and the end of the square cross-section beam faces the side of the square cross-section beam, It is preferable that a notch faces the said protruding item | line.

これにより、凸条が切欠に嵌合することで、角形断面梁の接合時の位置決めが容易である。   Thereby, the positioning at the time of joining of a square cross-section beam is easy because a protruding item | line fits into a notch.

◆本発明の第6の観点によれば、中空角形断面梁であって、その長手方向端部の四隅に切れ目が形成されるとともに、その端部部分において4つの側面が拡開方向にほぼ垂直に折り曲げられている、角形断面梁が提供される。   ◆ According to the sixth aspect of the present invention, a hollow rectangular cross-section beam is formed with cuts at the four corners of its longitudinal end portion, and four side surfaces at the end portion are substantially perpendicular to the expanding direction. A square cross-section beam is provided that is bent into

これにより、他の梁に対して端部をT字状に接合することが容易な角形断面梁が実現される。   As a result, a square cross-section beam that can easily be joined in a T-shape to the other beam is realized.

◆本発明の第7の観点によれば、中空角形断面梁の長手方向端部の加工方法であって、その端部の四隅に切れ目を形成し、当該切れ目を形成した端部をダイスに押し当てることにより、その端部部分の4つの側面を拡開方向に折り曲げる、中空角形断面梁の長手方向端部の加工方法が提供される。   ◆ According to a seventh aspect of the present invention, there is provided a method for processing a longitudinal end portion of a hollow rectangular cross-section beam, in which cuts are formed at the four corners of the end portion, and the end portion where the cut is formed is pushed into a die. By applying, a method for processing the longitudinal end of the hollow rectangular cross-section beam is provided, in which the four side surfaces of the end portion are bent in the expanding direction.

これにより、簡易な方法で、上記のT字接合が容易な角形断面梁を提供できる。   Thereby, the above-mentioned square cross-section beam that can be easily joined by a simple method can be provided.

次に、発明の実施の形態を説明する。図1には本発明の第1実施形態に係る角形断面梁10の一端部が拡大して示されており、この図に示すように角形断面梁10は断面がほぼ正方形状に構成され、4つの側面11・11・・・を有している。4つの側面11のそれぞれには、その端部寄りの位置に、凹部12が2個ずつ形成されている。それぞれの凹部12は、それが形成されている側面11に対して傾斜する、傾斜面13を有している。具体的には傾斜面13は、凹部12の最深部から梁10の軸方向端部側に向かうにつれて徐々に浅くなるような傾斜を呈している。なお図2は図1のA−A断面矢視図であり、この図2に示すように、前記角形断面梁10は中空状に構成されている。   Next, embodiments of the invention will be described. FIG. 1 is an enlarged view of one end portion of a square cross-section beam 10 according to the first embodiment of the present invention. As shown in this figure, the cross-section of the square cross-section beam 10 is formed in a substantially square shape. It has two side surfaces 11. Each of the four side surfaces 11 is formed with two recesses 12 at positions close to the end portions. Each recess 12 has an inclined surface 13 that is inclined with respect to the side surface 11 on which it is formed. Specifically, the inclined surface 13 has an inclination that gradually becomes shallower from the deepest portion of the recess 12 toward the axial end portion of the beam 10. FIG. 2 is a cross-sectional view taken along the line AA in FIG. 1. As shown in FIG. 2, the square cross-section beam 10 is formed in a hollow shape.

この構成で図1に示すように、相手側の角形断面梁20の側面に本実施形態の角形断面梁10の端部を向かい合わせた状態で、各凹部12の傾斜面13に対しタップネジ(締結具)14を垂直に突入させて、当該ネジ14に、相手側の角形断面梁20の側面を斜めに貫通させる(図2参照)。   With this configuration, as shown in FIG. 1, the tap screw (fastening) is applied to the inclined surface 13 of each recess 12 with the end of the square cross-section beam 10 of the present embodiment facing the side surface of the opposite square cross-section beam 20. The tool 14 is inserted vertically, and the side surface of the opposite square section beam 20 is obliquely penetrated through the screw 14 (see FIG. 2).

こうして角形断面梁10を、相手側の角形断面梁20に対しT字状に接合することができる。この方法は図16に示すようなL字状のアングルを用いず、またタップネジ14の本数も少なくできるから、部品点数及び施工工数を低減できる。また、締結具たるタップネジ14の締結力をそのまま結合力として利用する結合が実現され、この結果、結合を強固とできる。なおこのとき、前記傾斜面13は、螺入されたタップネジ14の頭部が座する座面としての役割を果たす。   In this way, the square cross-section beam 10 can be joined to the mating square cross-section beam 20 in a T shape. Since this method does not use an L-shaped angle as shown in FIG. 16 and the number of tap screws 14 can be reduced, the number of parts and the number of construction steps can be reduced. Moreover, the coupling | bonding which utilizes the fastening force of the tap screw 14 which is a fastener as a coupling force as it is is implement | achieved, As a result, a coupling | bonding can be strengthened. At this time, the inclined surface 13 serves as a seating surface on which the head of the screwed screw 14 is seated.

凹部12の形状は、図1の例では、軸線を傾斜させた円柱状に切り欠いた形状とされている。ただし図3に示すように四角錘状に切り欠いた凹部12としても良いし、図4に示すように、軸線を傾斜させた三角柱状に切り欠いた凹部12としても良い。   In the example of FIG. 1, the shape of the recess 12 is a shape that is notched in a cylindrical shape with an inclined axis. However, as shown in FIG. 3, the recess 12 may be cut out in a quadrangular pyramid shape, or as shown in FIG. 4, the recess 12 may be cut out in a triangular prism shape with an inclined axis.

また、図5に示すように、凹部12を半球状に形成することもできる。この場合、角形断面梁10を相手側の角形断面梁20に対し、垂直のみならず、任意の角度で斜めに結合することも容易になる。図5にはトラス小屋組を構成する場合において、トラス下弦材たる角形断面梁10にトラス上弦材たる角形断面梁20を斜状に接合する例が示されている。図5において、角形断面梁10の端部は予め斜めに切断され、その切り口の近傍において、角形断面梁10の側面には半球状の凹部12が形成される。そして、その斜めの切り口を相手側の角形断面梁20の側面に向かい合わせた上で、タップネジ14を凹部12に突入させて、当該タップネジ14に相手側の角形断面梁20を貫通させることで結合している。図5のように凹部12を半球凹状に形成すると、いかなる角度で角形断面梁10・20同士を接合する場合でも、凹部12におけるタップネジ14の貫通箇所を適当に定めれば当該ネジ14を凹部12の壁面に対し垂直に貫通させることができ、接合が容易かつ確実となる。   Moreover, as shown in FIG. 5, the recessed part 12 can also be formed in a hemispherical shape. In this case, it becomes easy to connect the square cross-section beam 10 to the opposite square cross-section beam 20 not only vertically but also at an arbitrary angle. FIG. 5 shows an example in which a square cross-section beam 20 as a truss upper chord member is joined obliquely to a square cross-section beam 10 as a truss lower chord member when a truss hut is configured. In FIG. 5, the end of the square cross-section beam 10 is cut obliquely in advance, and a hemispherical recess 12 is formed on the side surface of the square cross-section beam 10 in the vicinity of the cut end. Then, with the oblique cut end facing the side surface of the opposite square cross-section beam 20, the tap screw 14 is inserted into the recess 12, and the mating square cross-section beam 20 is passed through the tap screw 14. is doing. If the concave portion 12 is formed in a hemispherical concave shape as shown in FIG. 5, the screw 14 can be formed into the concave portion 12 by appropriately determining the penetration portion of the tap screw 14 in the concave portion 12 even when the square cross-section beams 10 and 20 are joined at any angle. It is possible to penetrate perpendicularly to the wall surface, and joining becomes easy and reliable.

なお、図5の構成例において、半球状の凹部12の内面には多数の細かい凹凸が形成されており、これによりタップネジ14の先端を凹部12における狙った位置に突き刺すことが容易となり、接合が一層容易とされている。この凹凸の高低差をどのように定めるかは任意であるが、タップネジ14の先端が凹部12の内面に対し滑らずに引っ掛かる程度の高低差があることが好ましい。   In the configuration example of FIG. 5, a large number of fine irregularities are formed on the inner surface of the hemispherical concave portion 12, which makes it easy to pierce the tip of the tap screw 14 at the target position in the concave portion 12, so that the bonding is possible. It is made easier. How to determine the height difference of the unevenness is arbitrary, but it is preferable that there is a height difference so that the tip of the tap screw 14 is caught on the inner surface of the recess 12 without slipping.

図6には第2実施形態の角形断面梁15及び第3実施形態の角形断面梁21が示される。図3中右側に示される角形断面梁15は、4つの側面11・11・・・のうち上下の面にのみ凹部12・12を形成しているほかは、図1の角形断面梁10の構成と同様である。   FIG. 6 shows a square cross-section beam 15 of the second embodiment and a square cross-section beam 21 of the third embodiment. The rectangular cross-section beam 15 shown on the right side in FIG. 3 has the configuration of the square cross-section beam 10 in FIG. 1 except that the concave portions 12 and 12 are formed only on the upper and lower surfaces of the four side surfaces 11. It is the same.

図6、及びそのB−B断面矢視図としての図7に示すように、角形断面梁21の4つの側面のうち、互いに向かい合う2つの側面22・22には、それぞれ2本の凹条23・23が形成される。この凹条23・23は断面V字状とされ、角形断面梁21の長手方向に沿って設けられる。凹条23の一側の壁面である凹条壁面24は、前記側面22に対し傾斜状に構成されているとともに、その側面22に角形断面梁15の端部を向かい合わせたときに、凹部12の傾斜面13とほぼ平行に対面するように構成されている(図7を参照)。この結果、タップネジ14が傾斜面13及び凹条壁面24にほぼ垂直に貫通する形となって、タップネジ14での固定が容易かつ確実となっている。なお、角形断面梁21の両側の側面22・22に凹条23及び凸条25を設けたのは、角形断面梁21の側面22・22の何れかを任意に選択して(あるいは、両方の側面に)角形断面梁15を接合できるようにするためである。なお、凹条23の形状はV字状に限らず、例えば底部にアールを設けたV字状や、底部に前記側面22と平行な底面を有する形状に構成されていても良い。要するに凹条23は、前記側面22に対して傾斜する凹条壁面24を有する構成であればよく、その具体的な形状は限定されない。   As shown in FIG. 6 and FIG. 7 as a cross-sectional view taken along the line B-B, among the four side surfaces of the square cross-section beam 21, two side surfaces 22, 22 facing each other have two recesses 23. -23 is formed. The concave stripes 23 and 23 have a V-shaped cross section and are provided along the longitudinal direction of the square cross-section beam 21. The concave wall surface 24, which is a wall surface on one side of the concave stripe 23, is configured to be inclined with respect to the side surface 22, and when the end of the square cross-section beam 15 faces the side surface 22, the concave portion 12. It is comprised so that it may face substantially parallel to the inclined surface 13 of this (refer FIG. 7). As a result, the tap screw 14 penetrates the inclined surface 13 and the concave wall surface 24 substantially perpendicularly, and the fixing with the tap screw 14 is easy and reliable. In addition, the concave strips 23 and the convex strips 25 are provided on the side surfaces 22 and 22 on both sides of the square cross-section beam 21 because either one of the side surfaces 22 and 22 of the square cross-section beam 21 is arbitrarily selected (or both This is because the rectangular cross-section beam 15 can be joined to the side surface. In addition, the shape of the concave strip 23 is not limited to the V shape, and may be configured, for example, in a V shape having a rounded bottom portion or a shape having a bottom surface parallel to the side surface 22 on the bottom portion. In short, the concave line 23 only needs to have a concave wall surface 24 inclined with respect to the side surface 22, and its specific shape is not limited.

また図6に示すように、角形断面梁21の凹条23が設けられている側面22において、当該2本の凹条23の外側には、2本の凸条25が凹条23と平行に形成されている。図7に示すように、この凸条25・25の間隔は相手側の角形断面梁15の太さよりも若干大きく設定されており、角形断面梁15の端部を凸条25・25の間に差し込んだ状態でタップネジ14でネジ止めできるようになっている。この結果、2本の角形断面梁15・21同士を正確に位置決めして接合できる。特に、凸条25・25が複数本(2本)設けられているから、位置決めが一層正確かつ容易となっている。   In addition, as shown in FIG. 6, on the side surface 22 where the concave stripe 23 of the square cross-section beam 21 is provided, two convex stripes 25 are parallel to the concave stripe 23 on the outer side of the two concave stripes 23. Is formed. As shown in FIG. 7, the interval between the ridges 25 and 25 is set to be slightly larger than the thickness of the opposite square section beam 15, and the end of the square section beam 15 is located between the ridges 25 and 25. It can be screwed with a tap screw 14 in the inserted state. As a result, the two square cross-section beams 15 and 21 can be accurately positioned and joined. In particular, since a plurality of (two) ridges 25, 25 are provided, positioning is more accurate and easy.

図8は図6・図7に示す角形断面梁15の変形例を示し、この変形例の角形断面梁16は相手側の角形断面梁21と略同じ太さに形成されており、前記の凸条25・25に対応する位置において、角形断面梁16の端部には切欠44・44が形成されている。この切欠44・44は、角形断面梁16の端部を前記角形断面梁21の側面22に向かい合わせたときに、その側面22の凸条25に対面するようになっている。従って、梁の接合時は凸条25が切欠44に嵌合することで、位置決めが一層正確かつ容易となる。なお図8の構成においては、タップネジ14の軸部に筒状のカラー19を外嵌しており、これによって、ネジ締結時の端部座屈を抑制できる。   FIG. 8 shows a modification of the square cross-section beam 15 shown in FIGS. 6 and 7, and the square cross-section beam 16 of this modification is formed to have substantially the same thickness as the counterpart square cross-section beam 21, and the convex At positions corresponding to the strips 25 and 25, notches 44 and 44 are formed at the ends of the square cross-section beam 16. The notches 44 and 44 face the ridges 25 on the side face 22 when the end of the square section beam 16 faces the side face 22 of the square section beam 21. Therefore, when the beams are joined, the protrusions 25 are fitted into the notches 44, so that positioning becomes more accurate and easy. In the configuration of FIG. 8, a cylindrical collar 19 is externally fitted to the shaft portion of the tap screw 14, thereby suppressing end buckling at the time of screw fastening.

図9は切欠44を設ける場合の更なる変形例を示し、若干細い角形断面梁18を相手側の角形断面梁21に接合する場合を示している。   FIG. 9 shows a further modification in the case where the notch 44 is provided, and shows a case where the slightly thin square cross-section beam 18 is joined to the opposite square cross-section beam 21.

次に、図10を参照して、互いに隣接して配置される角形断面梁26・27を接合する実施形態を説明する。2本の角形断面梁26・27は、一側の側面28・28同士を向かい合わせるようにして平行に配置されている。それぞれの角形断面梁26・27には、上記側面28と垂直をなす他の側面29にV字状の凹条30を形成している。この凹条30は、その凹条30が形成される側面29に対して傾斜した凹条壁面30aを有している。そして、当該凹条30の凹条壁面30aに対しタップネジ14を垂直に突入させ、このネジ14を、図10のC−C断面矢視図としての図11に示すように、2本の角形断面梁26・27の向かい合う前記側面28・28を斜めに貫通させることで、両梁26・27を結合している。   Next, with reference to FIG. 10, an embodiment for joining the square cross-section beams 26 and 27 arranged adjacent to each other will be described. The two rectangular cross-section beams 26 and 27 are arranged in parallel so that the side surfaces 28 and 28 on one side face each other. In each of the square cross-section beams 26 and 27, a V-shaped recess 30 is formed on the other side surface 29 perpendicular to the side surface 28. The concave line 30 has a concave wall surface 30a inclined with respect to the side surface 29 on which the concave line 30 is formed. Then, the tap screw 14 is vertically inserted into the groove wall surface 30a of the groove 30, and the screw 14 has two rectangular cross sections as shown in FIG. The beams 26 and 27 are joined by obliquely penetrating the side surfaces 28 and 28 of the beams 26 and 27 facing each other.

これにより、2本の角形断面梁26・27の容易かつ強固な結合が得られ、2本の角形断面梁26・27を平行に結合することで剛性を容易に増大させ得る。   As a result, easy and strong coupling between the two rectangular cross-section beams 26 and 27 is obtained, and the rigidity can be easily increased by coupling the two square cross-section beams 26 and 27 in parallel.

なお、図10の2本の角形断面梁26・27の側面28・28の間には、介在部材31を介在させている。この結果、2本の角形断面梁26・27の側面28・28同士の摩擦力を高めることができ、結合をより強固とできる。また角形断面梁26・27が金属製であった場合、間に介在部材31を挟むことで、当該金属同士が擦れ合う不快な音を防止できる。上記介在部材31の形状は特に限定しないが、プレート状に形成されていることが好ましい。また介在部材31の材料としては、例えば、ゴム、プラスチック、木材、ゲル状材料、繊維系材料、コンクリート、金属などを使用できるが、タップネジ14などの係合具を貫通させ得る材料であることが好ましい。また介在部材31は、例えばゴム、プラスチック、木材など、表面の摩擦係数の比較的高い材料で形成されることが好ましい。   An interposition member 31 is interposed between the side surfaces 28 and 28 of the two rectangular cross-section beams 26 and 27 in FIG. As a result, the frictional force between the side surfaces 28 of the two rectangular cross-section beams 26 27 can be increased, and the coupling can be further strengthened. Moreover, when the square cross-section beams 26 and 27 are made of metal, an unpleasant sound in which the metals rub against each other can be prevented by sandwiching the interposition member 31 therebetween. The shape of the interposition member 31 is not particularly limited, but is preferably formed in a plate shape. Further, as the material of the interposition member 31, for example, rubber, plastic, wood, gel material, fiber material, concrete, metal, and the like can be used, but the material that can penetrate the engagement tool such as the tap screw 14 is used. preferable. The interposition member 31 is preferably formed of a material having a relatively high surface friction coefficient, such as rubber, plastic, or wood.

図12には図10・図11の構成の変形例が示され、それぞれの角形断面梁32・33には、その上下面に前記凹条30を形成し、更に、互いに向かい合う側面35・35にもV字状の第2凹条34を上下一対で形成している。なお、前記第2凹条34においてタップネジ14が貫通される第2凹条壁面34a・34aは、前記向かい合う側面35に対して傾斜している。また、この第2凹条壁面34aは、前記凹条30においてタップネジ14が貫通される凹条壁面30aに対し、ほぼ平行になっている。この構成では、上下面の凹条30の凹条壁面30aに対しタップネジ14を垂直に突入させれば、そのネジ14は、当該突入させた側の角形断面梁32/33の前記第2凹条壁面34aをほぼ垂直に貫通し、更に、相手側の角形断面梁33/32の前記第2凹条壁面34aをほぼ垂直に貫通することで、両梁32・33を結合できる。従って、結合が一層確実かつ容易になる。   FIG. 12 shows a modified example of the configuration of FIGS. 10 and 11. The rectangular cross-section beams 32 and 33 are formed with the concave stripes 30 on the upper and lower surfaces thereof, and further on the side surfaces 35 and 35 facing each other. The V-shaped second recess 34 is formed in a pair of upper and lower sides. Note that the second groove wall surfaces 34 a and 34 a through which the tap screw 14 penetrates in the second groove 34 are inclined with respect to the opposite side surface 35. The second concave wall surface 34 a is substantially parallel to the concave wall surface 30 a through which the tap screw 14 passes in the concave line 30. In this configuration, if the tap screw 14 is vertically inserted into the concave wall surface 30a of the upper and lower concave grooves 30, the screw 14 is inserted into the second concave stripe 32/33 on the side of the protrusion. The beams 32 and 33 can be coupled by penetrating the wall surface 34a substantially vertically and further penetrating the second concave wall surface 34a of the opposite square section beam 33/32 substantially vertically. Therefore, the coupling becomes more reliable and easy.

なお、この図12の構成例においては、向かい合う側面35・35の前記介在部材37に対面する位置に、凸部としての凸条36・36を形成している。そして、介在部材37に凸条36を食い込ませるようにしてネジ14により両梁32・33を結合する結果、角形断面梁32・33同士の強力な結合が実現されている。この図12の構成の場合、介在部材37の材料としては、例えばゴム、プラスチック、木材などの、比較的柔らかく変形し易いものを使用することが好ましい。なお凸部は、凸条36のように細長いものに限らず、例えば複数配列された点状の凸部とすることも可能である。   In the configuration example of FIG. 12, convex ridges 36 and 36 as convex portions are formed at positions facing the interposition member 37 on the side surfaces 35 and 35 facing each other. And as a result of joining both the beams 32 and 33 with the screw | thread 14 so that the protruding item | line 36 may bite into the interposition member 37, the strong coupling | bonding of the square cross-section beams 32 and 33 is implement | achieved. In the case of the configuration shown in FIG. 12, it is preferable to use a material that is relatively soft and easily deformed, such as rubber, plastic, and wood, as the material of the interposition member 37. In addition, a convex part is not restricted to an elongate thing like the protruding item | line 36, For example, it is also possible to make it the dotted | punctate convex part arranged in multiple numbers.

また、図12においては、上下面の凹条30は、タップネジ14の頭部のほぼ全部が収まるような深さとされている。従って、図12のように面材38を梁32・33の上面に貼り付ける場合でも、タップネジ14の頭部と面材38との干渉を回避できる。   In FIG. 12, the concave and convex lines 30 on the upper and lower surfaces are deep enough to accommodate almost the entire head of the tap screw 14. Therefore, even when the face member 38 is attached to the upper surfaces of the beams 32 and 33 as shown in FIG. 12, interference between the head of the tap screw 14 and the face member 38 can be avoided.

なお、図13には隣接する角形断面梁32・33同士を接合せずに上側に面材38を貼り付けた比較対照例が示される。この場合、両角形断面梁32・33の境界部分において面材38に下向きの力Fが作用すると、両角形断面梁32・33の下部が互いに離れるように移動しあるいは変形して、面材38が下に凸となるように変形するおそれがある。この点、図12(あるいは図11)のように隣接する角形断面梁同士を接合すれば、その上に貼り付けた面材38に下向きの強い力が加わったとしても、その力を、互いに結合することによって剛性の向上した角形断面梁で確実にサポートできる。   FIG. 13 shows a comparative example in which a face member 38 is pasted on the upper side without joining adjacent square cross-section beams 32 and 33 together. In this case, when a downward force F acts on the face member 38 at the boundary portion between the both cross-section beams 32 and 33, the lower portions of the both cross-section beams 32 and 33 move or deform away from each other, and the face member 38 is moved. May be deformed so as to protrude downward. In this regard, if adjacent square cross-section beams are joined together as shown in FIG. 12 (or FIG. 11), even if a strong downward force is applied to the face member 38 affixed thereto, the forces are coupled to each other. By doing so, it can be surely supported by a rectangular cross-section beam with improved rigidity.

図14には角形断面梁39の端部を他の角形断面梁に接合するための加工方法の例が示される。この図14において、中空状に形成した角形断面梁39の一端においては、その四隅に適宜の長さの切込み40を形成する。そして、その切込み40が形成された端部を、台形状(截頭四角錐状)のダイス41にあてがい、その上端を例えばハンマー等で叩くことで、4つの側面42の端部が拡開方向にほぼ垂直に折り曲げられ、フランジ部43が形成される。   FIG. 14 shows an example of a processing method for joining the end of the square cross-section beam 39 to another square cross-section beam. In FIG. 14, at one end of a rectangular cross-section beam 39 formed in a hollow shape, cuts 40 having appropriate lengths are formed at the four corners. Then, the end portion where the cut 40 is formed is applied to a trapezoidal (quadrangular quadrangular pyramid) die 41 and the upper end of the die is hit with a hammer or the like, so that the end portions of the four side surfaces 42 are expanded. And the flange portion 43 is formed.

そして図15に示すように、上記加工を施した角形断面梁39の前記フランジ部43を相手側の角形断面梁20の側面に向かい合わせ、前記フランジ部43が形成される境目の折り目部分に適宜の本数のタップネジ14を斜めに螺設することで、2本の梁39・20を容易に接合することができる。   Then, as shown in FIG. 15, the flange portion 43 of the square cross-section beam 39 subjected to the above processing is faced to the side surface of the opposite square cross-section beam 20, and the fold portion of the boundary where the flange portion 43 is formed is appropriately set. The two beams 39 and 20 can be easily joined by obliquely screwing the tapping screws 14 of the number.

以上に本発明の好適な複数の実施形態および変形例を説明したが、本発明は以上の構成に限定されるものではない。例えば、角形断面梁の断面形状は正方形に限らず、例えば長方形であっても良い。また、断面形状の隅部に若干のアールが形成されていても良い。また本発明は、角パイプのように断面が閉じた形状の梁のみを対象とするものではなく、例えばコ形、L形、Z形、Σ形の断面を有する梁についても本発明の適用は妨げられないし、溝形鋼のような開断面を有する梁であっても良い。また、角形断面梁同士を接合するための締結具はタップネジに限らず、例えば釘、スクリュー釘、ブラインドリベット、ネジなどを使用しても差し支えない。   The preferred embodiments and modifications of the present invention have been described above, but the present invention is not limited to the above configuration. For example, the cross-sectional shape of the square cross-section beam is not limited to a square, and may be a rectangle, for example. Further, a slight radius may be formed at the corner of the cross-sectional shape. The present invention is not limited to a beam having a closed cross section such as a square pipe. For example, the present invention can be applied to a beam having a U-shaped, L-shaped, Z-shaped, or Σ-shaped cross section. It may be a beam that is not obstructed and has an open cross section such as channel steel. The fastener for joining the square cross-section beams is not limited to a tap screw, and for example, a nail, a screw nail, a blind rivet, a screw, or the like may be used.

第1実施形態の角形断面梁を示す要部拡大斜視図。The principal part expansion perspective view which shows the square cross-section beam of 1st Embodiment. 図1のA−A断面矢視図。FIG. 凹部の形状の他の例を示す斜視図。The perspective view which shows the other example of the shape of a recessed part. 凹部の形状の更に他の例を示す斜視図。The perspective view which shows the further another example of the shape of a recessed part. 凹部を半球状に形成した例を示す斜視図。The perspective view which shows the example which formed the recessed part in the hemispherical shape. 第2・第3実施形態の角形断面梁を示す要部拡大斜視図。The principal part expansion perspective view which shows the square cross-section beam of 2nd and 3rd embodiment. 図6のB−B断面矢視図。FIG. 7 is a cross-sectional view taken along line B-B in FIG. 6. 角形断面梁の変形例を示す断面図。Sectional drawing which shows the modification of a square cross-section beam. 角形断面梁の変形例を示す断面図。Sectional drawing which shows the modification of a square cross-section beam. 角形断面梁を平行に接合する場合の構成例を示す斜視図。The perspective view which shows the structural example in the case of joining a square cross-section beam in parallel. 図10のC−C断面矢視図。CC sectional view of FIG. 角形断面梁を平行に接合する他の構成例を示す断面図。Sectional drawing which shows the other structural example which joins a square cross-section beam in parallel. 隣接する角形断面梁同士を接合せずに上側に面材を貼り付けた比較対照例を示す断面図。Sectional drawing which shows the comparative example which affixed the face material on the upper side, without joining adjacent square cross-section beams. 角形断面梁の端部の加工方法を説明する斜視図。The perspective view explaining the processing method of the edge part of a square cross section beam. 端部が加工された角形断面梁を相手側の梁に接合する様子を示す要部拡大斜視図。The principal part expansion perspective view which shows a mode that the square cross-section beam in which the edge part was processed is joined to the beam of the other party. 角形断面梁のT字状接合の従来例を示す斜視図。The perspective view which shows the prior art example of T-shaped joining of a square cross-section beam. 角形断面梁のT字状接合の従来例の解決課題を説明する斜視図。The perspective view explaining the solution subject of the prior art example of T-shaped joining of a square cross-section beam.

符号の説明Explanation of symbols

10・15・16・17・20・21・26・27・32・33・39 角形断面梁
12 凹部
13 傾斜面
14 タップネジ(締結具)
23 凹条
25 凸条
44 切欠
10,15,16,17,20,21,26,27,32,33,39 Square cross section beam 12 Recess 13 Inclined surface 14 Tap screw (fastener)
23 Convex 25 Convex 44 Notch

Claims (7)

面に半球状の凹部が設けられ、当該凹部の内面に多数の凹凸が形成されていることを特徴とする角形断面梁。 Hemispherical recesses provided on the side surface, rectangular cross-section beam, wherein a plurality of irregularities on the inner surface of the recess is formed. 面に梁の長手方向に沿う凹条設けられ当該凹条は、当該側面に対して傾斜している凹条壁面を有する角形断面梁であって、
前記凹条壁面、前記角形断面梁の側面に、側面に凹部が設けられており当該凹部が当該側面に対して傾斜した傾斜面を有する角形断面梁の端部を向かい合わせたときに、当該傾斜面とほぼ平行になっていることを特徴とする角形断面梁。
Concave along the longitudinal direction of the beam on the side surface is provided, the concave is a square-shaped cross-section beams that have a concave wall surface which is inclined with respect to the side surface,
The concave wall, a side surface of the rectangular cross-section beam, the opposed ends of the corner-section beams that have a sloping surface where the recesses are recesses provided on the side surface is inclined with respect to the side surface when the squareness cross beams, characterized in that are substantially parallel to the inclined surface.
2本の角形断面梁の接合方法であって、それぞれの角形断面梁の側面には当該梁の長手方向に沿う凹条を設け、当該凹条は前記側面に対して傾斜している凹条壁面を有するように構成した上で、当該2本の角形断面梁を、一側の側面同士を向かい合わせるように、かつ上記凹条を設けた側面が前記向かい合う側面と垂直をなすように、平行に配置するとともに、前記凹条の凹条壁面に締結具を突入させて、当該締結具を、2本の角形断面梁の当該向かい合う側面を貫通させて結合することを特徴とする、角形断面梁の接合方法。   A method of joining two rectangular cross-section beams, wherein a side surface of each square cross-section beam is provided with a concave line along the longitudinal direction of the beam, and the concave line wall is inclined with respect to the side surface. The two rectangular cross-section beams are parallel to each other so that the side surfaces on one side face each other, and the side surfaces provided with the concave stripes are perpendicular to the side surfaces facing each other. A rectangular cross-section beam characterized in that the square cross-section beam is arranged by inserting a fastener into the concave wall surface of the concave stripe and coupling the fastener through the opposite side surfaces of the two square cross-section beams. Joining method. 請求項に記載の角形断面梁の接合方法であって、
それぞれの角形断面梁の前記向かい合う側面には第2凹条を設け、この第2凹条は、前記向かい合う側面に対して傾斜している第2凹条壁面を有しているとともに、この第2凹条壁面が、前記凹条の凹条壁面とほぼ平行になっていることを特徴とする、角形断面梁の接合方法。
A method for joining rectangular cross-section beams according to claim 3 ,
A second groove is provided on the opposite side surface of each square cross-section beam, and the second groove has a second groove wall surface that is inclined with respect to the opposite side surface. A method for joining rectangular cross-section beams, wherein the concave wall surface is substantially parallel to the concave wall surface of the concave stripe.
請求項又は請求項に記載の角形断面梁の接合方法であって、
前記向かい合う側面の間に介在部材を介在させることを特徴とする、角形断面梁の接合方法。
A method for joining rectangular cross-section beams according to claim 3 or claim 4 ,
A method for joining rectangular cross-section beams, wherein an interposition member is interposed between the facing side surfaces.
請求項に記載の角形断面梁の接合方法であって、
前記角形断面梁の前記向かい合う側面には、前記介在部材に対面する凸部が設けられていることを特徴とする、角形断面梁の接合方法。
A method for joining rectangular cross-section beams according to claim 5 ,
The method of joining rectangular cross-section beams, wherein convex portions facing the interposition member are provided on the facing side faces of the square cross-section beams.
部に切欠設けられた角形断面梁であって、
面に梁の長手方向に沿う凸条設けられた角形断面梁の当該側面に、前記端部を向かい合わせたときに、当該凸条に前記切欠が対面することを特徴とする角形断面梁。
A rectangular cross-sectional beam notch in the end portion is provided,
To the sides of the square-section beams provided with ridges along the longitudinal direction of the beam on the side surface, when facing the end portion, rectangular cross section, characterized in that the notch on the convex stripes facing Beams.
JP2004271402A 2004-09-17 2004-09-17 Rectangular cross-section beam and processing method thereof Expired - Fee Related JP4311666B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004271402A JP4311666B2 (en) 2004-09-17 2004-09-17 Rectangular cross-section beam and processing method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004271402A JP4311666B2 (en) 2004-09-17 2004-09-17 Rectangular cross-section beam and processing method thereof

Publications (2)

Publication Number Publication Date
JP2006083647A JP2006083647A (en) 2006-03-30
JP4311666B2 true JP4311666B2 (en) 2009-08-12

Family

ID=36162381

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004271402A Expired - Fee Related JP4311666B2 (en) 2004-09-17 2004-09-17 Rectangular cross-section beam and processing method thereof

Country Status (1)

Country Link
JP (1) JP4311666B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4726266B1 (en) * 2011-02-04 2011-07-20 葛城工業株式会社 Hollow member joining structure and jig
JP7001571B2 (en) * 2018-10-31 2022-01-19 日鉄鋼板株式会社 Connection structure between columns and horizontal lumber
JP2021055525A (en) * 2019-09-30 2021-04-08 ニチハ株式会社 Fixture and wall structure

Also Published As

Publication number Publication date
JP2006083647A (en) 2006-03-30

Similar Documents

Publication Publication Date Title
US20060191233A1 (en) Nail Receiving Fastener Device
US8910452B2 (en) Hurricane tie fastener and method of use
US5071280A (en) Slant and skew nailing device
CA2947769C (en) Integral truss plate connector
JP2001336269A (en) Fastening fitting
JP7152316B2 (en) Fastener with improved shear wall performance
JP4311666B2 (en) Rectangular cross-section beam and processing method thereof
US20100189496A1 (en) Timber connectors and noggings
US10697483B2 (en) Tension bracket
NZ541774A (en) Fastening system for attaching metal studs to metal track
US4338039A (en) Toenail
JPH08284310A (en) Combined beam material
EP1099863B1 (en) Interconnecting structure for multiple members
JPH11264199A (en) Joint portion and joint fittings for metal frame member in building
JP4084577B2 (en) Assembly member joining method
JP3755139B2 (en) Joint connection structure in wooden buildings
JP2021042586A (en) Frame material connection structure, connecting method, and metal fitting for the same
JP3170037B2 (en) Floor panel core joint structure and joint jig
JP2002356979A (en) Flooring and its joint structure
US20050246996A1 (en) Specialized siding nail
JPH0430242Y2 (en)
JPH04163Y2 (en)
JP2024004435A (en) Member connection tool and member connection method
JP3050171U (en) Joining fittings for wooden buildings
JPH0541142Y2 (en)

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20060911

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20090128

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090203

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090402

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: 20090507

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: 20090508

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120522

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120522

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130522

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130522

Year of fee payment: 4

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

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: 20130522

Year of fee payment: 4

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: 20130522

Year of fee payment: 4

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: 20140522

Year of fee payment: 5

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