JP6178527B1 - Processing method of wooden laminated beams - Google Patents

Processing method of wooden laminated beams Download PDF

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JP6178527B1
JP6178527B1 JP2017007636A JP2017007636A JP6178527B1 JP 6178527 B1 JP6178527 B1 JP 6178527B1 JP 2017007636 A JP2017007636 A JP 2017007636A JP 2017007636 A JP2017007636 A JP 2017007636A JP 6178527 B1 JP6178527 B1 JP 6178527B1
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柴田 修
修 柴田
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Abstract

【課題】 本発明は、複数の木材を組み合わせることで梁を長くしたときであっても、複数の木材を組み合わせたことによる梁の強度または撓み量の劣化を抑制できる木造重ね梁を提供することを目的とする。【解決手段】 複数の素材を軸方向に接続し、下面に第一の蟻加工を施した上段素材梁と、複数の素材を軸方向に接続し、上面に第二の蟻加工を施した下段素材梁と、を前記第一の蟻加工と第二の蟻加工が嵌合するように積層した木造重ね梁であって、前記上段素材梁の素材同士を接続する第一の継手と、前記下段素材梁の素材同士を接続する第二の継手をずらして配置することを特徴とする木造重ね梁。【選択図】 図1PROBLEM TO BE SOLVED: To provide a wooden laminated beam capable of suppressing deterioration of beam strength or bending amount due to combination of a plurality of timbers even when the beam is lengthened by combining a plurality of timbers. With the goal. SOLUTION: An upper material beam in which a plurality of materials are connected in an axial direction and a first dovetail processing is performed on a lower surface, and a lower stage in which a plurality of materials are connected in an axial direction and a second dovetail processing is performed on an upper surface. A wooden laminated beam laminated so that the first dovetail processing and the second dovetail are fitted to each other, the first joint for connecting the materials of the upper stage material beam, and the lower stage A wooden laminated beam characterized in that the second joint connecting the materials of the material beams is shifted and arranged. [Selection] Figure 1

Description

本発明は、木材の素材梁を複数積層した木造重ね梁の加工方法に関し、特に、素材を軸方向に接続した素材梁同士を蟻加工部で接合した木造重ね梁の加工方法に関する。 The present invention relates to a method of processing wood piled beam and the material beam wood laminating a plurality, in particular, the material beam between connected material axially on Machining method of Wooden superimposed beams joined by dovetail processing unit.

従来の大型建造物は、耐力構造材に鉄骨を用いるものが一般的であったが、近年は、減価償却期間が短いという税法上のメリットや、解体のコストや容易さを重視し、耐力構造材にも木材を用いた大型木造建造物の建築が増えてきている。   Conventional large-sized buildings generally used steel frames for load-bearing structural materials, but in recent years stressed the advantages of tax law that the depreciation period is short, the cost and ease of dismantling, and the load-bearing structure The construction of large wooden structures using wood as a material is increasing.

大型木造建造物の耐力構造材には、断面積、長さがともに大きい、大型木造梁を用いる必要がある。しかしながら、安価な規格化された一般流通材(レッドウッド集成材など)は大型木造梁よりも小さいため、多くの大型木造梁は、高価な特注の大型木材を加工することで製造されていた。また、特注の大型木材は納期が長いため、大型木造梁を特注の大型木材から加工することは工期が長期化するという面でも不利益があった。   It is necessary to use a large wooden beam having a large cross-sectional area and length as the load-bearing structural material for a large wooden structure. However, inexpensive standardized distribution materials (such as redwood laminated timber) are smaller than large wooden beams, and many large wooden beams have been manufactured by processing expensive custom-made large timbers. In addition, since custom-made large timber has a long delivery time, processing a large wooden beam from a custom-made large timber has a disadvantage in that the construction period is prolonged.

これを避けるため、特許文献1は、要約書や図1に記載されるように、「接着剤やシャチで固定せずに、プレカットマシンによる機械加工を容易に行うことができる、大きな梁材を製造する方法を提供する」ため、「接合すべき複数の素材梁の接合面に凹凸を加工する工程と、複数の素材梁を、凹凸を互いに嵌め合わせて軸方向剪断ずれをしないように組み合わせる工程と、組み合わせた複数の素材梁を緊結ボルトで一体に緊結する工程とを備える、重ね梁の製造方法」を開示しており、これにより、複数の素材梁を組み合わせた大型木造梁を得ている。   In order to avoid this, as disclosed in the abstract and FIG. 1, Patent Document 1 describes “a large beam material that can be easily machined by a precut machine without being fixed with an adhesive or a killer whale. "Providing a manufacturing method", "Process to form unevenness on the joint surface of multiple material beams to be joined, and process to combine multiple material beams so that the unevenness is fitted to each other so that there is no axial shear shift And a method of manufacturing a laminated beam comprising a step of integrally bonding a plurality of material beams combined with a tightening bolt, thereby obtaining a large wooden beam combining a plurality of material beams. .

また、特許文献2は、要約書に記載されるように、「外観が良好であるとともに、簡単に構造材同士を一体化でき、部材の合わせ面におけるスリップ(滑り)を確実に防止し得る組合せ構造材を提案する」ため、「構造材同士を、少なくとも1面において部材長手方向に沿って面接触させ、その接触面において一体化を図った組合せ構造材であって、組み合わされた一方側構造材に、部材長手方向に適宜の間隔で、幅方向に沿って深部側が幅広形状となる断面形状で凹状部を形成するとともに、他方側構造材に、前記凹状部に対応する部位に対し、幅方向に沿って前記凹状部に整合する断面形状で凸状部を形成し、接触面において、前記一方側構造材の凹状部と前記他方側構造材の凸状部とが嵌合によって接合され、前記構造材同士が一体化されている」組合せ構造材を開示している。   In addition, as described in the abstract, Patent Document 2 states that “a combination that has a good appearance, can easily integrate structural members, and can reliably prevent slipping (slipping) on the mating surfaces of the members. In order to propose a structural material, “a structural material is a combination structural material in which structural materials are brought into surface contact with each other along the longitudinal direction of the member on at least one surface and integrated on the contact surface. In the material, the concave portion is formed in a cross-sectional shape in which the deep side is wide along the width direction at an appropriate interval in the longitudinal direction of the member, and the width of the other side structural material with respect to the portion corresponding to the concave portion Forming a convex portion with a cross-sectional shape that matches the concave portion along the direction, and joining the concave portion of the one-side structural material and the convex portion of the other-side structural material by fitting on the contact surface; The structural materials are integrated Disclose that it is "a combination structural material.

特開2015−63795号公報Japanese Patent Laying-Open No. 2015-63795 特開2009−215783号公報JP 2009-215783 A

しかしながら、特許文献1では、素材梁の接合面に、凹凸、ダボ、ダボ穴の各加工を施す必要があるのに加え、素材梁を重ねた後、複数のボルト締結により重ね梁を緊結する必要があるため、素材梁の加工時間、加工コスト、および、重ね梁の組み立て時間、製造コストの何れもが大きくなるという問題がある。   However, in Patent Document 1, it is necessary to process the unevenness, dowels, and dowel holes on the joint surface of the material beam, and after overlapping the material beam, it is necessary to fasten the overlap beam by fastening a plurality of bolts. Therefore, there is a problem that the processing time and processing cost of the material beam and the assembly time and manufacturing cost of the laminated beam are all increased.

また、特許文献1には、複数の素材を組み合わせることで、梁の断面積を大きくする方法は開示されているが、複数の素材を組み合わせて梁を長くする方法は開示されていない。このため、特許文献1の方法では、所望の長さの大型木造梁を製造することはできない。   Patent Document 1 discloses a method of increasing the cross-sectional area of a beam by combining a plurality of materials, but does not disclose a method of extending a beam by combining a plurality of materials. For this reason, the method of Patent Document 1 cannot produce a large wooden beam having a desired length.

一方、特許文献2では、段落0012に木材への言及もあるが、基本的には素材長さの制約が小さい金属材を積層した金属構造材の製造方法に係るものであり、短い素材を組み合わせて大型木造構造物を製造する具体的な方法は明記されていない。このため、特許文献2の方法では、所望の長さの大型木造梁を製造することはできない。   On the other hand, in Patent Document 2, there is a reference to wood in paragraph 0012, but it basically relates to a method of manufacturing a metal structure material in which metal materials with small material length constraints are laminated, and a combination of short materials is used. The specific method for manufacturing large wooden structures is not specified. For this reason, the method of Patent Document 2 cannot manufacture a large wooden beam having a desired length.

本発明は、特許文献1、特許文献2の問題を踏まえ、複数の木材を組み合わせることで梁を長くしたときであっても、複数の木材を組み合わせたことによる梁の強度または撓み量の劣化を抑制できる木造重ね梁を提供することを目的とする。   In the present invention, based on the problems of Patent Document 1 and Patent Document 2, even when a plurality of timbers are combined to lengthen the beam, the strength or deflection amount of the beam due to the combination of the plurality of timbers is reduced. An object is to provide a wooden laminated beam that can be suppressed.

上記の課題を解決するため、本発明の木造重ね梁の加工方法は、複数の素材を軸方向に接続し、下面に第一の蟻加工を施した上段素材梁と、複数の素材を軸方向に接続し、上面に第二の蟻加工を施した下段素材梁と、を前記第一の蟻加工と第二の蟻加工が嵌合するように積層し、前記上段素材梁の素材同士を接続する第一の継手と、前記下段素材梁の素材同士を接続する第二の継手をずらして配置した木造重ね梁の加工方法であって、各蟻加工の凹状部は、横架材加工機に装着した側面視略台形状の切削工具を、前記素材梁の一端から他端に向けて回転移動させる第一の切削工程と、前記素材梁の前記他端から前記一端に向けて回転移動させる第二の切削工程と、により形成したIn order to solve the above problems, the method of processing a wooden laminated beam according to the present invention includes an upper material beam in which a plurality of materials are connected in the axial direction, and a first dovetail processing is performed on the lower surface, and the plurality of materials in the axial direction. connected to a lower material beam subjected to second ant machining, the first ant machining a second ant processing is laminated to fit on the top surface, connecting material between the upper material beam to a first joint, a the lower second timber was placed staggered lap joint beam machining method material connecting material between the beams, concave portions of the ant machining, horizontal member machine A first trapping step of rotating the substantially trapezoidal cutting tool attached to the side from one end of the material beam toward the other end, and rotating the tool from the other end of the material beam toward the one end. Formed by a second cutting step .

本発明によれば、複数の木材を組み合わせることで梁を長くしつつ、複数の木材を組み合わせたことによる梁の強度または撓み量の劣化を抑制できる木造重ね梁を得ることができる。   ADVANTAGE OF THE INVENTION According to this invention, the wooden laminated beam which can suppress deterioration of the intensity | strength of a beam or the deflection amount by combining several timber can be obtained, making a beam long by combining several timber.

実施例1の木造重ね梁の側面図、および、正面図Side view and front view of wooden laminated beam of Example 1 実施例1の接合面の接合前の拡大側面図The enlarged side view before joining of the joint surface of Example 1 実施例1の接合面の接合後の拡大側面図The enlarged side view after joining of the joined surface of Example 1 比較例の木造重ね梁の接合面の拡大側面図An enlarged side view of the joint surface of a wooden laminated beam of a comparative example 実施例2の木造重ね梁の側面図、および、正面図Side view and front view of wooden laminated beam of Example 2 蟻加工の施工方法を説明する平面図Plan view explaining the ant processing construction method 蟻加工の施工方法を説明する正面図Front view explaining ant processing construction method

以下、本発明の実施例を図1から図4を用いて説明する。   Embodiments of the present invention will be described below with reference to FIGS.

先ず、図1を用いて、本発明の実施例1の木造重ね梁1の概略を説明する。なお、図1左に示す側面図では、長さ方向を高さ方向より縮尺して表示している。   First, the outline of the wooden laminated beam 1 of Example 1 of this invention is demonstrated using FIG. In the side view shown on the left side of FIG. 1, the length direction is scaled from the height direction.

図1左の側面図に示すように、本実施例の木造重ね梁1は、上段素材梁2と下段素材梁3を上下方向に積層したものであり、両者が接合面4で接合されるものである。上段素材梁2は、規格化されたレッドウッド集成材などの一般流通材を加工して断面積または長さを小さくした素材2a、2bを軸方向に並べ継手5で接続して一体化したものである。同様に、下段素材梁3も素材3a、3b、3cを軸方向に並べ継手5で一体化したものである。   As shown in the left side view of FIG. 1, the wooden laminated beam 1 of this embodiment is an upper material beam 2 and a lower material beam 3 stacked in the vertical direction, and both are joined at a joint surface 4. It is. The upper material beam 2 is formed by processing general distribution materials such as standardized redwood laminated lumber and reducing the cross-sectional area or length of the materials 2a and 2b in the axial direction and connecting them with a joint 5 to integrate them. It is. Similarly, the lower material beam 3 is also a material in which materials 3 a, 3 b, 3 c are arranged in the axial direction and integrated by a joint 5.

本実施例では、上段素材梁2の継手5を素材3bの中央上方に設け、また、下段素材梁3の継手5を素材2a、2bの中央下方に設けることで、各々の継手5を離して配置した。これは、強度の弱い継手5の近傍同士が近接するのを防止し、木造重ね梁1全体としての強度を高めるためである。   In the present embodiment, the joint 5 of the upper material beam 2 is provided in the upper center of the material 3b, and the joint 5 of the lower material beam 3 is provided in the lower center of the materials 2a and 2b, so that each joint 5 is separated. Arranged. This is to prevent the vicinity of the joints 5 having low strength from coming close to each other and increase the strength of the entire wooden laminated beam 1.

また、図1右の正面図に示すように、木造重ね梁1は、上段素材梁2と下段素材梁3の長方形断面の短辺同士が接するように積層したものであり、木造建造物の梁として使用する際には、断面長手方向を鉛直方向とすることで、梁としての機械的強度を高めることができる。   As shown in the front view on the right side of FIG. 1, the wooden laminated beam 1 is laminated so that the short sides of the rectangular cross sections of the upper material beam 2 and the lower material beam 3 are in contact with each other. When using as, the mechanical strength as a beam can be increased by setting the longitudinal direction of the cross section to the vertical direction.

なお、本実施例では、上段素材梁2を2本の素材で構成し、下段素材梁3を3本の素材で構成した例を示しているが、各素材梁に用いる素材の数は、木造重ね梁1の長さに応じて適切な数に変更しても良い。また、本実施例では、長方形断面の素材梁の短辺同士が接するようにして木造重ね梁1を構成したが、長辺同士が接するようにしても良いし、正方形断面の素材梁を積層して木造重ね梁1を構成しても良い。   In this embodiment, the upper material beam 2 is composed of two materials and the lower material beam 3 is composed of three materials. However, the number of materials used for each material beam is a wooden structure. The number may be changed to an appropriate number according to the length of the stacked beam 1. In this embodiment, the wooden laminated beam 1 is configured such that the short sides of the rectangular cross-section material beams are in contact with each other. However, the long sides may be in contact with each other, or the square cross-section material beams are stacked. The wooden laminated beam 1 may be configured.

次に、図2A、図2Bを用いて、接合面4の詳細を説明する。図2Aは、接合面4の接合前の拡大側面図である。ここに示すように、上段素材梁2の下面には、断面台形の凹状部21と凸状部22が設けられており、下段素材梁3の上面にも、断面台形の凹状部31と凸状部32が設けられている。図2Aから明らかなように、凹状部21と凹状部31は同形状であり、また、凸状部22と凸状部32も同形状である。本実施例では、一般流通材の表面を等間隔に削ることで凹状部21、31を形成し、結果的に凸状部22、32が形成される加工を施しているが、他の方法によりこれらの形状を加工しても良い。なお、以下では、上段素材梁2の表面に施された凹凸加工を蟻加工4aと称し、下段素材梁3の表面に施された凹凸加工を蟻加工4bと称する。   Next, details of the bonding surface 4 will be described with reference to FIGS. 2A and 2B. FIG. 2A is an enlarged side view of the joining surface 4 before joining. As shown here, a concave portion 21 having a trapezoidal cross section and a convex portion 22 are provided on the lower surface of the upper material beam 2, and a concave portion 31 having a trapezoidal cross section and a convex shape are also provided on the upper surface of the lower material beam 3. A part 32 is provided. As is clear from FIG. 2A, the concave portion 21 and the concave portion 31 have the same shape, and the convex portion 22 and the convex portion 32 have the same shape. In the present embodiment, the concave portions 21 and 31 are formed by cutting the surface of the general distribution material at equal intervals, and as a result, the convex portions 22 and 32 are formed. These shapes may be processed. In the following, the unevenness processing applied to the surface of the upper material beam 2 is referred to as dovetail processing 4a, and the unevenness processing applied to the surface of the lower material beam 3 is referred to as dovetail processing 4b.

図2Bは、蟻加工4aと蟻加工4bを噛み合わせて一体化した木造重ね梁1の接合面4を示す側面拡大図である。図2Aでも示したように、凹状部21の開口幅L1は、凸状部32の幅L4よりも狭いため、上段素材梁2と下段素材梁3を重ねただけでは、両者を噛み合わせることはできない。そこで、上段素材梁2の側方から下段素材梁3をスライドさせることで、凹状部21に凸状部32を、凹状部31に凸状部22をスライド挿入して、上段素材梁2と下段素材梁3を噛み合わせた接合面を得る。このように、蟻加工4a、4bを噛み合わせたことで、木造重ね梁1に荷重がかけられた場合であっても、接合面4での滑りが生じず、単に上段素材梁2と下段素材梁3を重ねただけの木造重ね梁に比べ、より大きな荷重に耐えることができる。   FIG. 2B is an enlarged side view showing the joint surface 4 of the wooden laminated beam 1 obtained by meshing and integrating the ant processing 4a and the ant processing 4b. As shown in FIG. 2A, since the opening width L1 of the concave portion 21 is narrower than the width L4 of the convex portion 32, the upper material beam 2 and the lower material beam 3 are simply overlapped so that they can be engaged with each other. Can not. Therefore, the lower material beam 3 is slid from the side of the upper material beam 2 so that the convex portion 32 is slid and the convex portion 22 is slid into the concave portion 21, and the upper material beam 2 and the lower material beam 2 are slid. A joint surface obtained by meshing the material beams 3 is obtained. As described above, by engaging the dovetails 4a and 4b, even when a load is applied to the wooden laminated beam 1, no slip occurs on the joint surface 4, and the upper material beam 2 and the lower material are simply used. It can withstand a greater load than a wooden laminated beam in which the beams 3 are simply stacked.

次に、実験結果を示しながら、本実施例の木造重ね梁1の強度を説明する。表1は、実験で用いた、一般流通材の寸法、上段素材梁2と下段素材梁3の各素材の寸法、および、木造重ね梁1の寸法を示したものである。表1から明らかなように、素材3a、3cは、他の素材(2aなど)を半分に切断したものであり、また、各素材は一般流通材の高さを維持したまま、下面または上面に蟻加工4a、4bを施したものである。   Next, the intensity | strength of the wooden laminated beam 1 of a present Example is demonstrated, showing an experimental result. Table 1 shows the dimensions of the general distribution material, the dimensions of each material of the upper material beam 2 and the lower material beam 3, and the dimensions of the wooden laminated beam 1 used in the experiment. As is clear from Table 1, the materials 3a and 3c are obtained by cutting other materials (such as 2a) in half, and each material is placed on the lower surface or the upper surface while maintaining the height of the general distribution material. Ant processing 4a, 4b is applied.

Figure 0006178527
Figure 0006178527

さらに、凹状部21、31における断面台形の上底L1を180mm、下底L2を196mm、高さHを25mmとし、凸状部22、32における断面台形の上底L3を178mm、下底L4を194mm、高さHを25mmとした。すなわち、凹状部を凸状部よりも若干大きくすることで、凹状部に凸状部を滑らかにスライド挿入できるようにした。   Further, the upper base L1 of the trapezoidal cross section in the concave portions 21 and 31 is 180 mm, the lower base L2 is 196 mm, the height H is 25 mm, the upper base L3 of the trapezoidal cross section in the convex portions 22 and 32 is 178 mm, and the lower base L4 is 194 mm and height H were 25 mm. That is, by making the concave part slightly larger than the convex part, the convex part can be smoothly slid into the concave part.

この木造重ね梁1の中央に、集中荷重338kgをかけた時の撓みは11mmであり、集中荷重1395kgをかけた時の撓みは25mmであった。   The deflection when a concentrated load of 338 kg was applied to the center of the wooden laminated beam 1 was 11 mm, and the deflection when a concentrated load of 1395 kg was applied was 25 mm.

次に、図3を用いて、実施例1の構成に対する比較例1を説明する。図3は、比較例1の木造重ね梁1Xの接合面4Xを拡大した側面図である。ここに示されるように、木造重ね梁1Xは、上段素材梁2Xと下段素材梁3Xの表面に形成された断面長方形の凹状部と凸状部を噛み合わせて接合面4Xを構成したものである。ここで、凹状部21X、31Xの幅L5を188mm、高さHを25mmとし、凸状部22X、32Xの幅L6を186mm、高さHを25mmとすると、この木造重ね梁1Xの中央に集中荷重338kgをかけた時の撓みは19mmであり、集中荷重1395kgをかけた時の撓みは38mmであった。   Next, Comparative Example 1 for the configuration of Example 1 will be described with reference to FIG. FIG. 3 is an enlarged side view of the joint surface 4X of the wooden laminated beam 1X of the first comparative example. As shown here, the wooden laminated beam 1X is formed by engaging a concave portion and a convex portion having a rectangular cross section formed on the surfaces of the upper material beam 2X and the lower material beam 3X to form a joint surface 4X. . Here, when the width L5 of the concave portions 21X and 31X is 188 mm, the height H is 25 mm, the width L6 of the convex portions 22X and 32X is 186 mm, and the height H is 25 mm, it is concentrated at the center of the wooden laminated beam 1X. The deflection when a load of 338 kg was applied was 19 mm, and the deflection when a concentrated load of 1395 kg was applied was 38 mm.

すなわち、比較例1と実施例1の撓み量の比較から、比較例1の構成を実施例1の構成に変更することで、撓み量を34〜42%程度抑制できることが確認された。   That is, it was confirmed from the comparison of the deflection amount of Comparative Example 1 and Example 1 that the deflection amount can be suppressed by about 34 to 42% by changing the configuration of Comparative Example 1 to the configuration of Example 1.

次に、図5と図6を用いて、本実施例における蟻加工の方法を具体的に説明する。   Next, the dovetail processing method in the present embodiment will be specifically described with reference to FIGS.

図5は、上面または下面を鉛直方向にして設置した素材梁に施す蟻加工の進捗を時系列に示したものである。本実施例では、横架材加工機(プレカット加工機)に装着した、側面視略台形状の切削刃部を持った切削工具(ルータービット50)を用いて、素材梁の上面または下面に凹状部を等間隔に切削加工している。なお、梁の上面または下面に蟻加工を施すという使用方法以外は、梁の側面に蟻加工を施す一般的な横架材加工機、ルータービットの使用方法と同等であるので、その詳細説明は省略する。   FIG. 5 shows the progress of dovetail processing applied to the material beam installed with the upper surface or the lower surface in the vertical direction in time series. In this embodiment, a cutting tool (router bit 50) having a cutting blade portion having a substantially trapezoidal shape in a side view mounted on a horizontal member processing machine (pre-cut processing machine) is used to form a concave shape on the upper or lower surface of the material beam. The parts are cut at regular intervals. Except for the method of using dovetail processing on the upper or lower surface of the beam, it is equivalent to the use of a general horizontal material processing machine and router bit that performs dovetail processing on the side of the beam, so its detailed explanation is Omitted.

図5(a)は、蟻加工を施す前の素材梁の一面を示しており、図5(b)は、ルータービット50を回転させて素材梁の切削を開始した直後の状態を示している。図5では、ルータービット50の切削部の直径を凹状部の幅よりも小さくしたため、一回の切削加工だけでは所望の幅の凹状部を得ることができない。そこで、図6(a)、(b)に示す、素材梁の上端から下端への切削工程の後、図6(c)のように、ルータービット50を素材梁の軸方向に移動させ、下端から上端への切削工程を行っている。このように、ルータービット50を往復移動させることで、ルータービット50の幅よりも広い凹状部を形成することができる。   FIG. 5A shows one surface of the material beam before the dovetail processing, and FIG. 5B shows a state immediately after the router bit 50 is rotated to start cutting the material beam. . In FIG. 5, since the diameter of the cutting portion of the router bit 50 is made smaller than the width of the concave portion, the concave portion having a desired width cannot be obtained by only one cutting process. Therefore, after the cutting process from the upper end to the lower end of the material beam shown in FIGS. 6A and 6B, the router bit 50 is moved in the axial direction of the material beam as shown in FIG. Cutting process from top to bottom. Thus, by moving the router bit 50 back and forth, a concave portion wider than the width of the router bit 50 can be formed.

そして、図5(d)、(e)に例示するルータービット50の位置等で、図6の切削加工を繰り返すことで凹状部を等間隔に形成することができ、素材梁の全長に亘り蟻加工を施すことができる。なお、図6では、ルータービット50を一往復させて凹状部を形成する加工方法を例示したが、ルータービット50の直径を凹状部の幅と等しくして一方向の切削で凹状部を形成しても良いし、ルータービット50の直径を更に小さくして複数回の往復切削で凹状部を形成しても良い。   Then, the concave portions can be formed at equal intervals by repeating the cutting process of FIG. 6 at the position of the router bit 50 illustrated in FIGS. Processing can be performed. In FIG. 6, the processing method of forming the concave portion by reciprocating the router bit 50 once is illustrated, but the concave portion is formed by cutting in one direction with the diameter of the router bit 50 being equal to the width of the concave portion. Alternatively, the diameter of the router bit 50 may be further reduced, and the concave portion may be formed by a plurality of reciprocating cuts.

以上で説明した、実施例1の構成によれば、複数の木材を組み合わせることで梁を長くしつつ、複数の木材を組み合わせたことによる梁の強度または撓み量の劣化を抑制できる木造重ね梁を得ることができる。また、本実施例の蟻加工は、一般的に流通している横架材加工機と切削工具により実現できるため、木造重ね梁に必要な蟻加工を、簡易、かつ、安価に実現することができる。   According to the configuration of the first embodiment described above, a wooden laminated beam that can suppress the deterioration of the strength or the bending amount of the beam due to the combination of a plurality of woods while lengthening the beam by combining a plurality of woods. Can be obtained. In addition, since the dovetail processing of the present embodiment can be realized by a horizontal material processing machine and a cutting tool that are generally distributed, it is possible to easily and inexpensively realize the dovetail processing necessary for a wooden laminated beam. it can.

次に、本発明の実施例2の木造重ね梁を説明する。なお、実施例1と共通する点は、重複説明を省略する。   Next, a wooden laminated beam according to the second embodiment of the present invention will be described. In addition, duplication description is abbreviate | omitted about the point which is common in Example 1. FIG.

実施例1の木造重ね梁1は、上段素材梁2と下段素材梁3を組み合わせたものであったが、本実施例の木造重ね梁1Aは、図4に示すように、上段素材梁2と下段素材梁3の間に中段素材梁7を配置したものである。なお、図4では、中段素材梁7を1本設ける構成を例示しているが、中段素材梁7を複数設ける構成としても良い。   The wooden laminated beam 1 of the first embodiment is a combination of the upper material beam 2 and the lower material beam 3, but the wooden laminated beam 1A of this example has the upper material beam 2 and the upper material beam 2 as shown in FIG. An intermediate material beam 7 is arranged between the lower material beams 3. In FIG. 4, a configuration in which one middle-stage material beam 7 is provided is illustrated, but a configuration in which a plurality of middle-stage material beams 7 are provided may be employed.

実施例1で説明したように、上段素材梁2と下段素材梁3は下面または上面に蟻加工4a、4bを施していたが、本実施例の中段素材梁7は上面と下面の両方に蟻加工4cを施している。これにより、中段素材梁7の上面の蟻加工4cを上段素材梁2の蟻加工4aと噛み合わせ、さらに、中段素材梁7の下面の蟻加工4dを下段素材梁3の蟻加工4bと噛み合わせることで、上段素材梁2、下段素材梁3、中段素材梁7の三者を一体化した木造重ね梁1を構成することができる。なお、中段素材梁7の蟻加工4cの形状は図2A、図2Bで説明した形状と同等であるので、重複する説明は省略する。   As described in the first embodiment, the upper material beam 2 and the lower material beam 3 are provided with dovetail processing 4a and 4b on the lower surface or the upper surface. Processing 4c is performed. Thereby, the dovetail processing 4c on the upper surface of the middle material beam 7 is meshed with the dovetail processing 4a of the upper material beam 2, and the dovetail processing 4d on the lower surface of the middle material beam 7 is meshed with the ant processing 4b of the lower material beam 3. Thus, it is possible to configure the wooden laminated beam 1 in which the upper material beam 2, the lower material beam 3, and the middle material beam 7 are integrated. In addition, since the shape of the dovetail process 4c of the intermediate | middle stage beam 7 is equivalent to the shape demonstrated in FIG. 2A and FIG. 2B, the overlapping description is abbreviate | omitted.

なお、図4では、中段素材梁7の上面の蟻加工4cと下面の蟻加工4dの詳細を図示していないが、蟻加工4cの凹状部71と蟻加工4dの凸状部72の上下位置を揃えた構成とするのが望ましい。中段素材梁7をこのような構成とした場合、任意の数の中段素材梁7を積層するだけで、木造重ね梁1Aを構成する素材梁の本数を増やすことができるので、所望の強度の木造重ね梁1Aを容易に実現することができる。   In FIG. 4, details of the dovetail processing 4c on the upper surface and the dovetail processing 4d on the lower surface of the intermediate beam 7 are not shown, but the vertical positions of the concave portion 71 of the dovetail processing 4c and the convex portion 72 of the dovetail processing 4d are not shown. It is desirable to have a configuration in which When the intermediate material beam 7 has such a configuration, the number of material beams constituting the wooden laminated beam 1A can be increased by simply stacking any number of intermediate material beams 7, so that a wooden structure with a desired strength can be obtained. The stacked beam 1A can be easily realized.

次に、実験結果を示しながら、本実施例の木造重ね梁1Aの強度を説明する。表2は、実験で使用した、一般流通材の寸法、上段素材梁2、下段素材梁3、中段素材梁7の各素材の寸法、および、木造重ね梁1Aの寸法を示したものである。表2から明らかなように、素材7a、7cは、他の素材(2aなど)を半分に切断したものであり、また、各素材は一般流通材の高さを維持したまま、下面または上面、もしくは、両面に蟻加工を施したものである。   Next, the strength of the wooden laminated beam 1A of this embodiment will be described while showing experimental results. Table 2 shows the dimensions of the general distribution material, the dimensions of the upper material beam 2, the lower material beam 3, the middle material beam 7 and the wooden laminated beam 1A used in the experiment. As is clear from Table 2, the materials 7a and 7c are obtained by cutting other materials (2a and the like) in half, and each material maintains the height of the general distribution material while maintaining the lower surface or the upper surface. Alternatively, ants are processed on both sides.

Figure 0006178527
Figure 0006178527

さらに、凹状部21、31、71における断面台形の上底L1を186mm、下底L2を196mm、高さHを25mmとし、凸状部22、32、72における断面台形の上底L3を184mm、下底L4を194mm、高さHを25mmとした。すなわち、凹状部を凸状部よりも若干大きくすることで、凹状部に凸状部を滑らかにスライド挿入できるようにした。   Furthermore, the upper base L1 of the trapezoidal cross section in the concave parts 21, 31, 71 is 186 mm, the lower base L2 is 196 mm, the height H is 25 mm, the upper base L3 of the trapezoidal cross section in the convex parts 22, 32, 72 is 184 mm, The lower base L4 was 194 mm, and the height H was 25 mm. That is, by making the concave part slightly larger than the convex part, the convex part can be smoothly slid into the concave part.

この木造重ね梁1Aの中央に集中荷重900kgをかけた時の撓みは7mm、集中荷重1800kgをかけた時の撓みは10mm、集中荷重2275kgをかけた時の撓みは13mmであった。   The deflection when a concentrated load of 900 kg was applied to the center of the wooden laminated beam 1A was 7 mm, the deflection when a concentrated load of 1800 kg was applied was 10 mm, and the deflection when a concentrated load of 2275 kg was applied was 13 mm.

次に、実施例2の構成に対する比較例2を説明する。比較例2の木造重ね梁1Yは、表2に示す木造重ね梁1Aと同形状の、高さ420mm、幅105mm、長さ3985mmをレッドウッド集成材で一体に形成したものである。この木造重ね梁1Yの中央に集中荷重900kgをかけた時の撓みは3mm、集中荷重1800kgをかけた時の撓みは4mm、集中荷重2275kgをかけた時の撓みは6mmであった。   Next, Comparative Example 2 for the configuration of Example 2 will be described. The wooden laminated beam 1Y of Comparative Example 2 is the same shape as the wooden laminated beam 1A shown in Table 2, and is integrally formed of redwood laminated material having a height of 420 mm, a width of 105 mm, and a length of 3985 mm. The deflection when a concentrated load of 900 kg was applied to the center of the wooden laminated beam 1Y was 3 mm, the deflection when a concentrated load of 1800 kg was applied was 4 mm, and the deflection when a concentrated load of 2275 kg was applied was 6 mm.

すなわち、比較例2と実施例2の撓み量の比較から、3本の素材梁を組み合わせた木造重ね梁1Aでは、撓み量が木造重ね梁1Yよりも大きくなるものの、実施例1の木造重ね梁1に1395kgの荷重を加えたときの撓み量25mmに比べ、十分に小さな撓み量に抑制できることが確認された。   That is, from the comparison of the amount of bending between Comparative Example 2 and Example 2, the wooden laminated beam 1A in which three material beams are combined has a larger amount of bending than the wooden laminated beam 1Y, but the wooden laminated beam of Example 1 It was confirmed that the amount of bending can be suppressed to a sufficiently small amount compared to the amount of bending of 25 mm when a load of 1395 kg is applied to 1.

以上で説明した、実施例2の構成によれば、複数の木材を組み合わせたことによる梁の強度または撓み量の劣化を、さらに抑制できる木造重ね梁を得ることができる。   According to the structure of Example 2 demonstrated above, the wooden laminated beam which can suppress further the deterioration of the intensity | strength of a beam or the amount of bending by combining several timber can be obtained.

1、1A、1X、1Y…木造重ね梁、
2、2X…上段素材梁、
2a、2b…素材、
3、3X…下段素材梁、
3a、3b、3c…素材、
4、4X…接合面、
4a、4b、4c、4d…蟻加工、
5…継手、
7…中段素材梁、
7a、7b、7c…素材、
21、21X、31、31X、71…凹状部、
22、22X、32、32X、72…凸状部、
50…ルータービット
1, 1A, 1X, 1Y ... Wooden laminated beams,
2, 2X ... Upper material beam,
2a, 2b ... material,
3, 3X ... lower material beam,
3a, 3b, 3c ... material,
4, 4X ... Bonding surface,
4a, 4b, 4c, 4d ... Ant processing,
5 ... Fitting,
7 ... Middle material beam,
7a, 7b, 7c ... material,
21, 21X, 31, 31X, 71 ... concave portion,
22, 22X, 32, 32X, 72 ... convex portion,
50 ... Router bit

Claims (8)

複数の素材を軸方向に接続し、下面に第一の蟻加工を施した上段素材梁と、複数の素材を軸方向に接続し、上面に第二の蟻加工を施した下段素材梁と、を前記第一の蟻加工と第二の蟻加工が嵌合するように積層し、前記上段素材梁の素材同士を接続する第一の継手と、前記下段素材梁の素材同士を接続する第二の継手をずらして配置した木造重ね梁の加工方法であって、
各蟻加工の凹状部は、
横架材加工機に装着した側面視略台形状の切削工具を、
前記素材梁の一端から他端に向けて回転移動させる第一の切削工程と、
前記素材梁の前記他端から前記一端に向けて回転移動させる第二の切削工程と、
により形成したことを特徴とする木造重ね梁の加工方法
An upper material beam in which a plurality of materials are connected in the axial direction and the lower surface is subjected to the first dovetail processing, and a lower material beam in which a plurality of materials are connected in the axial direction and the upper surface is subjected to the second dovetail processing, the first ant machining and the second ant machining stacked to fit the second connecting the first coupling for connecting materials with each other of the upper material beam, the material between the lower material beam A method of processing a wooden laminated beam in which the joints of
The concave part of each ant processing is
A cutting tool with a substantially trapezoidal shape in side view attached to a horizontal material processing machine,
A first cutting step of rotating and moving from one end of the material beam to the other end;
A second cutting step of rotating the material beam from the other end toward the one end;
A method for processing a wooden laminated beam, characterized in that it is formed by:
複数の素材を軸方向に接続し、下面に第一の蟻加工を施した上段素材梁と、複数の素材を軸方向に接続し、上面に第二の蟻加工を施すとともに、下面に第三の蟻加工を施した中段素材梁と、複数の素材を軸方向に接続し、上面に第四の蟻加工を施した下段素材梁と、を前記第一の蟻加工と第二の蟻加工が嵌合し、前記第三の蟻加工と第四の蟻加工が嵌合するように積層し、前記上段素材梁の素材同士を接続する第一の継手と、前記中段素材梁の素材同士を接続する第二の継手をずらして配置するとともに、前記第二の継手と、前記下段素材梁の素材同士を接続する第三の継手をずらして配置した木造重ね梁の加工方法であって、
各蟻加工の凹状部は、
横架材加工機に装着した側面視略台形状の切削工具を、
前記素材梁の一端から他端に向けて回転移動させる第一の切削工程と、
前記素材梁の前記他端から前記一端に向けて回転移動させる第二の切削工程と、
により形成したことを特徴とする木造重ね梁の加工方法
An upper material beam with a plurality of materials connected in the axial direction and a first dovetail on the lower surface, a plurality of materials connected in the axial direction, a second dovetail on the upper surface, and a third on the lower surface The first dovetail processing and the second dovetail processing include the middle stage material beam subjected to the above-mentioned dovetail processing and the lower stage material beam obtained by connecting a plurality of materials in the axial direction and performing the fourth dovetail processing on the upper surface. fitted, the third ant machining and the fourth ant machining laminated to mate, connected to the first joint for connecting materials with each other of the upper material beam, the material between the middle material beam The second joint is shifted and arranged, and the second joint, and the third joint for connecting the materials of the lower material beams are shifted, and the method of processing the wooden laminated beam ,
The concave part of each ant processing is
A cutting tool with a substantially trapezoidal shape in side view attached to a horizontal material processing machine,
A first cutting step of rotating and moving from one end of the material beam to the other end;
A second cutting step of rotating the material beam from the other end toward the one end;
A method for processing a wooden laminated beam, characterized in that it is formed by:
請求項1または請求項2に記載の木造重ね梁の加工方法において、
上側の素材梁と下段の素材梁では、接続される素材の数が異なることを特徴とする木造重ね梁の加工方法
In the processing method of the wooden laminated beam of Claim 1 or Claim 2,
A method for processing a wooden laminated beam , wherein the upper material beam and the lower material beam have different numbers of materials to be connected.
請求項1または請求項2に記載の木造重ね梁の加工方法において、
前記素材は規格化された木材に蟻加工を施したものであることを特徴とする木造重ね梁の加工方法
In the processing method of the wooden laminated beam of Claim 1 or Claim 2,
A method for processing a wooden laminated beam , characterized in that the material is a standardized wood subjected to ant processing.
請求項1または請求項2に記載の木造重ね梁の加工方法において、
前記素材はレッドウッド集成材であることを特徴とする木造重ね梁の加工方法
In the processing method of the wooden laminated beam of Claim 1 or Claim 2,
A method for processing a wooden laminated beam , wherein the material is a redwood laminated timber.
複数の素材梁を積層した木造重ね梁の加工方法であって、
各素材梁の接合面に施された蟻加工の各凹状部は、
横架材加工機に装着した側面視略台形状の切削工具を、
前記素材梁の一端から他端に向けて回転移動させる第一の切削工程と、
前記素材梁の前記他端から前記一端に向けて回転移動させる第二の切削工程と、
により形成されたことを特徴とする木造重ね梁の加工方法。
A method of processing a wooden laminated beam in which a plurality of material beams are laminated,
Each concave part of dovetail processing given to the joint surface of each material beam is
A cutting tool with a substantially trapezoidal shape in side view attached to a horizontal material processing machine,
A first cutting step of rotating and moving from one end of the material beam to the other end;
A second cutting step of rotating the material beam from the other end toward the one end;
A method for processing a wooden laminated beam, characterized by being formed by:
請求項に記載の木造重ね梁の加工方法において、
各素材梁の接合面には、前記凹状部が等間隔に形成されていることを特徴とする木造重ね梁の加工方法。
In the processing method of the wooden laminated beam of Claim 6 ,
A method for processing a wooden laminated beam, wherein the concave portions are formed at equal intervals on a joint surface of each material beam.
請求項またはに記載の木造重ね梁の加工方法において、
各切削工程は、前記素材梁の上面または下面を鉛直方向とした状態で施されることを特徴とする木造重ね梁の加工方法。
In the processing method of the wooden laminated beam of Claim 6 or 7 ,
Each cutting process is performed in the state which made the upper surface or lower surface of the said material beam the perpendicular direction, The processing method of the wooden laminated beam characterized by the above-mentioned.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5636572Y2 (en) * 1976-11-30 1981-08-28
JPH0213106B2 (en) * 1983-05-19 1990-04-03 Daiken Trade & Industry
JP2005088228A (en) * 2003-09-12 2005-04-07 Maruhon:Kk Structual material
JP4882392B2 (en) * 2006-01-27 2012-02-22 積水ハウス株式会社 Construction materials
JP2013096178A (en) * 2011-11-02 2013-05-20 Ohbayashi Corp Method for construct reinforcement wall for reinforcing existing framework, and reinforcement wall for reinforcing existing framework

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5636572Y2 (en) * 1976-11-30 1981-08-28
JPH0213106B2 (en) * 1983-05-19 1990-04-03 Daiken Trade & Industry
JP2005088228A (en) * 2003-09-12 2005-04-07 Maruhon:Kk Structual material
JP4882392B2 (en) * 2006-01-27 2012-02-22 積水ハウス株式会社 Construction materials
JP2013096178A (en) * 2011-11-02 2013-05-20 Ohbayashi Corp Method for construct reinforcement wall for reinforcing existing framework, and reinforcement wall for reinforcing existing framework

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