JP2006125034A - Composite horizontal member - Google Patents

Composite horizontal member Download PDF

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JP2006125034A
JP2006125034A JP2004314146A JP2004314146A JP2006125034A JP 2006125034 A JP2006125034 A JP 2006125034A JP 2004314146 A JP2004314146 A JP 2004314146A JP 2004314146 A JP2004314146 A JP 2004314146A JP 2006125034 A JP2006125034 A JP 2006125034A
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horizontal member
main body
plate
reinforcing
composite
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Shoichi Hirata
正一 平田
Kunishige Naruki
邦重 成木
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Kaneshin Co Ltd
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Kaneshin Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a composite horizontal member which can more easily secure workability, equivalent to that of a wooden horizontal member, than a conventional article, and which can also be subjected to reinforcement working on a job site. <P>SOLUTION: This composite horizontal member comprises a horizontal member body 1 made of wood and a wooden material, and a reinforcing material 2 which is attached to the body 1. A plate-like insert part 22, which is provided in the reinforcing material 2, is inserted into a groove 12 which is formed on the undersurface of the body 1, and a plate-like base part 21 is arranged in such a manner as to be superposed on the undersurface of the body 1. In this case, since a drift pin hole 14, which is formed in the body 1, overlaps a drift pin hole 24 which is formed in the reinforcing material 2, a drift pin 31 is driven into the holes 14 and 24 overlapping each other, and a screw 32 is screwed into a screw hole 23 which is formed in the reinforcing material 2. Thus, the reinforcing material 2 is fixed to the body 1. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、木材または木質材料製の横架材本体と、この横架材本体に対して取り付けられた補強材とで構成される複合横架材に関する。   The present invention relates to a composite horizontal member composed of a horizontal member body made of wood or a wooden material and a reinforcing member attached to the horizontal member body.

従来、木造住宅の設計、施工において、荷重のかかる部位と荷重のかからない部位とでは、横架材(=梁、桁、その他これらに類するもの)に要求される強度が変わるため、一般的には、材寸の異なる何種類もの横架材が使用されている。   Conventionally, in the design and construction of wooden houses, the strength required for horizontal members (= beams, girders, etc.) is different between parts that are loaded and parts that are not loaded. Several types of horizontal members with different material sizes are used.

しかし、このように材寸の異なる何種類もの横架材を使用する場合、設計の段階においては、各部位で使用する材寸法を割り出すのに多くの労力と時間がかかるという問題があり、また、横架材を製造する工場においては、多種類の寸法のものを製造しなくてはならず、これにも労力と時間がかかるという問題があった。   However, when using various types of horizontal members with different material dimensions, there is a problem that it takes a lot of labor and time to determine the material dimensions to be used in each part at the design stage. In a factory for manufacturing a horizontal member, it is necessary to manufacture a variety of sizes, and this also has a problem of requiring labor and time.

こうした問題に対し、例えば、下記特許文献1においては、木製梁材の四隅に断面L字型の金属製アングル材を取り付けた構造の梁部材や、木製梁材の下面を包むように断面コ字型の金属材を取り付けた構造の梁部材などが提案されている。そして、このような梁部材であれば、木製梁よりも強度が増し、その分、材寸を小さくでき、荷重のかかる部位と荷重のかからない部位とで同じ材寸を利用できるようにもなるので、材寸の選定も容易になるとされている。   In order to deal with such problems, for example, in Patent Document 1 below, a beam member having a structure in which metal angle members having an L-shaped cross section are attached to the four corners of a wooden beam material, or a U-shaped cross section so as to wrap the lower surface of the wooden beam material. A beam member having a structure with a metal material attached thereto has been proposed. And, with such a beam member, the strength increases compared to the wooden beam, and accordingly, the material size can be reduced, and the same material size can be used in the part where the load is applied and the part where the load is not applied. It is said that the selection of material dimensions will be easy.

また、下記特許文献1以外にも、木材と金属材とを組み合わせた横架材は提案されている。例えば、下記特許文献2では、H形鋼の上端(あるいはH形鋼の上端および下端)に、木材を取り付けた構造の複合梁材が提案されており、また、下記特許文献3では、木質板材を積層してなる梁材の一部に、棒状の鋼材もしくは板状の鋼板を埋め込んだ構造の複合集成梁材が提案されている。
特開平8−4202号公報 特開平8−284310号公報 特開平10−34612号公報
In addition to Patent Document 1 below, a horizontal member in which wood and a metal material are combined has been proposed. For example, in the following Patent Document 2, a composite beam material having a structure in which wood is attached to the upper end of an H-shaped steel (or the upper and lower ends of the H-shaped steel) is proposed, and in the following Patent Document 3, a wooden plate material is proposed. A composite laminated beam material having a structure in which a rod-shaped steel material or a plate-shaped steel plate is embedded in a part of a beam material obtained by laminating a layer is proposed.
JP-A-8-4202 JP-A-8-284310 Japanese Patent Laid-Open No. 10-34612

ところで、上記特許文献1〜3において、上面側に金属部分が存在しない複合横架材は既に提案されており、このような複合横架材を利用すれば、複合横架材の上面側に他の部材(例えば柱等)を接合するための加工(仕口加工)を施したい場合に、木製の梁材とまったく同等の加工性を確保できるものと期待できる。   By the way, in the above-mentioned patent documents 1 to 3, a composite horizontal member having no metal portion on the upper surface side has already been proposed, and if such a composite horizontal member is used, there is another on the upper surface side of the composite horizontal member. When it is desired to perform processing (joint processing) for joining the members (for example, columns), it can be expected that workability exactly equivalent to that of a wooden beam material can be secured.

しかしながら、上記特許文献1に記載の梁部材の場合、梁部材の側面には金属部分が存在する構造になっているため(特許文献1の図1,2参照)、梁部材の側方に他の部材を接合するための加工を施したい場合には、木製の梁材とまったく同等の加工性を確保することが難しい、という欠点があった。   However, in the case of the beam member described in Patent Document 1, a metal portion is present on the side surface of the beam member (see FIGS. 1 and 2 of Patent Document 1). When it is desired to perform the processing for joining the members, it is difficult to ensure workability exactly the same as that of the wooden beam material.

このような欠点は、上記特許文献2に記載の複合梁材にも、同様に存在する欠点であり、例えば、特許文献2の図7には、複合梁材の側方に複合梁材を接合する例が示してあるが、図示されている通り、鋼材同士の接合が必須となるため、複合梁材の側面に関しては、現場での手工具による加工は容易ではない。また、この種のH形鋼はきわめて重いのが普通で、現場においてそもそも木製の梁材と同等に扱うこともできない。   Such a defect is also present in the composite beam material described in Patent Document 2 above. For example, in FIG. 7 of Patent Document 2, the composite beam material is joined to the side of the composite beam material. However, since it is essential to join steel materials as shown in the drawing, it is not easy to process the side surfaces of the composite beam material by hand tools on site. In addition, this type of H-shaped steel is usually extremely heavy and cannot be handled in the same way as wooden beams in the first place.

さらに、上記特許文献3に記載の複合集成梁材のうち、板状の鋼板を挟み込んだ構造としたもの(特許文献3の図3参照)も、側面に鋼板の端面が存在するので、側面側の加工性は劣るものとなる。この点、上記特許文献3に記載の複合集成梁材のうち、梁材の内部に棒状の鋼材を埋め込んだ構造としたものは、横架材の側面には金属部分が存在しないので、横架材の側方に他の部材を接合するための加工を施したい場合に、木製の梁材とまったく同等の加工性を確保できる可能性はある。   Furthermore, among the composite laminated beam materials described in Patent Document 3, a structure in which a plate-shaped steel plate is sandwiched (see FIG. 3 of Patent Document 3) also has an end surface of the steel plate on the side surface. The processability of is inferior. In this regard, among the composite laminated beam materials described in Patent Document 3 described above, a structure in which a rod-shaped steel material is embedded inside the beam material has no metal portion on the side surface of the horizontal member. When processing for joining other members to the side of the material is desired, there is a possibility that the same workability as that of the wooden beam material can be secured.

しかし、上記特許文献3に記載の複合集成梁材は、いずれも梁材の内部に鋼材を埋め込む構造であることから、集成梁材を製造する段階で鋼材を埋め込む必要があり、木材部分に対して後付で金属部分を取り付けるような工法は採用できないので、複合集成梁材の製造に手間がかかる、建築現場での補強加工を行うことはできない、といった欠点があった。   However, since all the composite laminated beam members described in Patent Document 3 have a structure in which the steel material is embedded in the beam material, it is necessary to embed the steel material at the stage of manufacturing the laminated beam material. However, since it is not possible to employ a method of attaching a metal part in the retrofit, there are disadvantages that it takes time to manufacture a composite laminated beam material, and it cannot be reinforced at a construction site.

本発明は、上記問題を解決するためになされたものであり、その目的は、木製横架材と同等の加工性を従来品以上に確保しやすく、現場での補強加工を行うこともできる複合横架材を提供することにある。   The present invention has been made to solve the above problems, and its purpose is to make it easier to secure the workability equivalent to that of wooden horizontal members over conventional products, and to perform on-site reinforcement processing. It is to provide a horizontal member.

以下、本発明において採用した特徴的構成について説明する。
本発明の複合横架材は、木材または木質材料製の横架材本体と、前記横架材本体に対して取り付けられた補強材とで構成される複合横架材であって、前記横架材本体には、長手方向に延びる溝が形成され、前記補強材は、長尺な板状基部の片方の面に前記板状基部と同一方向に長尺な板状挿込部が突設された構造の長尺材で、前記板状挿込部が前記溝に挿し込まれるとともに、前記板状基部が前記横架材本体の表面に重なるように配置された状態で、前記横架材本体に対して固定されていることを特徴とする。
The characteristic configuration employed in the present invention will be described below.
The composite horizontal member of the present invention is a composite horizontal member composed of a horizontal member main body made of wood or a wooden material and a reinforcing member attached to the horizontal member main body. A groove extending in the longitudinal direction is formed in the material main body, and the reinforcing member is provided with a plate-like insertion portion that is long in the same direction as the plate-like base portion on one surface of the long plate-like base portion. In the state in which the plate-like insertion portion is inserted into the groove and the plate-like base portion is disposed so as to overlap the surface of the horizontal member main body, the horizontal member main body It is fixed with respect to.

この複合横架材において、横架材本体は、いわゆる無垢の木材か、木材の板、小片、繊維束などを主要素として接着・集成した木質材料によって形成される。また、補強材は、横架材本体の強度、特に曲げ剛性を向上させることができるような材料で形成され、例えば、鋼材、アルミ材などの金属材料などで形成すると好適であるが、この他にも、公知の各種金属代替材料(例えば、繊維強化プラスチック系材料、セラミックス系材料)で補強材を形成しても構わない。   In this composite horizontal member, the horizontal member main body is formed of a so-called solid wood or a wood material that is bonded and assembled with a main element of a wood plate, a small piece, a fiber bundle or the like. In addition, the reinforcing material is formed of a material that can improve the strength of the horizontal member main body, in particular, the bending rigidity. For example, the reinforcing material is preferably formed of a metal material such as a steel material or an aluminum material. In addition, the reinforcing material may be formed of various known metal substitute materials (for example, fiber-reinforced plastic materials and ceramic materials).

また、横架材本体に形成される溝の幅および深さは、補強材の板状挿込部を挿し込むために十分な幅および深さであればよいが、過剰に深くしても横架材本体の強度を損ねる要因となるので、通常は溝の幅5mm〜15mm、溝の深さ2cm〜10cm程度とし、その程度の溝に収まる板状挿込部を有する部材を対象にして、十分な補強性能を持つ補強材を選定するとよい。   The width and depth of the groove formed in the horizontal member main body may be a width and depth sufficient for inserting the plate-like insertion portion of the reinforcing material. Since it becomes a factor that impairs the strength of the main body, the groove width is usually 5 mm to 15 mm, the groove depth is about 2 cm to 10 cm, and the target is a member having a plate-like insertion portion that fits in the groove. It is recommended to select a reinforcing material with sufficient reinforcing performance.

補強材は、長尺な板状基部の片方の面に前記板状基部と同一方向に長尺な板状挿込部が突設された構造の長尺材である。このような長尺材のより具体的な例としては、断面L字状となる部分が長手方向に連続する形状となるように構成された長尺材(いわゆるアングル材)、断面T字状となる部分が長手方向に連続する形状となるように構成された長尺材、断面コ字状となる部分が長手方向に連続する形状となるように構成された長尺材などを挙げることができる。このような補強材を1本だけ単独で用いる場合、強度的には、断面L字状の補強材よりも断面コ字状または断面T字状の補強材の方が望ましい。ただし、断面L字状となる補強材の場合でも、2本の補強材を背中合わせに配置することで、見かけ上断面T字状の補強材の如く使用することができ、その場合、断面L字状の補強材が2本となる分だけ断面L字状の補強材を1本だけ単独で用いる場合より補強効果も高くなり、さらに、それら2本の断面L字状の補強材を背中合わせに配置した状態で接合してしまえば、実質的に断面T字状の補強材と同等に使用することもできる。   The reinforcing material is a long material having a structure in which a long plate-like insertion portion projects in the same direction as the plate-like base on one surface of the long plate-like base. As a more specific example of such a long material, a long material (so-called angle material) configured such that a portion having an L-shaped cross section is continuous in the longitudinal direction, a T-shaped cross section, A long material configured such that the portion to be continuous in the longitudinal direction, a long material configured such that the portion having a U-shaped cross section is continuous in the longitudinal direction, and the like can be exemplified. . When only one such reinforcing material is used alone, in terms of strength, a reinforcing material having a U-shaped cross section or a T-shaped cross section is more desirable than a reinforcing material having a L-shaped cross section. However, even in the case of a reinforcing material having an L-shaped cross section, by arranging two reinforcing materials back to back, it can be used like a reinforcing material having an apparent T-shaped cross section. The reinforcement effect is higher than the case where only one L-shaped reinforcing material is used alone, and the two L-shaped reinforcing materials are arranged back to back. If it joins in the state which carried out, it can also be used substantially equivalent to the reinforcing material of a cross-section T shape.

このような断面形状を持つ補強材は、一次元的な形状(例えば円棒状)の補強材や二次元的な形状(例えば平板状)の補強材よりも曲げ剛性が高いものとなるので、このような補強材の板状挿込部を横架材本体の溝に挿し込むとともに、横架材本体の溝が形成された面に補強材の板状基部を重ね、その状態で補強材を横架材本体に対して固定すれば、きわめて曲げ剛性の高い複合横架材を構成することができる。   A reinforcing material having such a cross-sectional shape has higher bending rigidity than a reinforcing material having a one-dimensional shape (for example, a rod shape) or a reinforcing material having a two-dimensional shape (for example, a flat plate shape). Insert the reinforcing plate-like insertion part into the groove of the horizontal member main body, and overlap the reinforcing member's plate-like base on the surface where the groove of the horizontal member main body is formed. If it is fixed to the frame main body, it is possible to construct a composite horizontal material having extremely high bending rigidity.

以上のように構成された本発明の複合横架材によれば、横架材本体の溝が形成された1つの面のみ、補強材の板状基部が重ねられるものの、その他の面には補強材が重ならないので、溝が形成された1つの面以外の面を加工する際には、木製の横架材と同等の加工性を確保することができる。   According to the composite horizontal member of the present invention configured as described above, the plate-like base portion of the reinforcing material is overlapped only on one surface where the groove of the horizontal member main body is formed, but the other surface is reinforced. Since the materials do not overlap, when processing a surface other than the one surface on which the grooves are formed, workability equivalent to that of a wooden horizontal member can be ensured.

したがって、本発明の複合横架材において、横架材本体の下面に溝を形成してあり、補強材の板状挿込部が板状基部の上面から上方へ突出する向きにして補強材を横架材本体の下面に取り付けてあれば、複合横架材の上面および両側面において、木製の横架材と同等の加工性を確保することができる。また、補強材を横架材本体の下面に取り付けてあれば、横架材本体を下方へたわませるような方向へ応力が作用した場合に、補強材が横架材本体の下面側における伸長を抑制することで、横架材本体の下方へのたわみが発生しにくくなるので、この点でも好ましい。なお、複合横架材の上面および一方の側面において、木製の横架材と同等の加工性を確保することができればよい場合は、横架材本体の側面に溝を形成し、補強材の板状挿込部が板状基部から側方へ突出する向きにして補強材を横架材本体の側面に取り付けてあってもよい。この場合でも、複合横架材の上面における加工性を確保したまま、複合横架材の一方の側面における加工性をも確保できるので、複合横架材の両側面における加工性が確保されていなかった従来品よりも優れた効果がある。   Therefore, in the composite horizontal member of the present invention, a groove is formed on the lower surface of the horizontal member main body, and the reinforcing member is placed so that the plate-like insertion portion of the reinforcing member protrudes upward from the upper surface of the plate-like base portion. If it is attached to the lower surface of the horizontal member main body, it is possible to ensure workability equivalent to that of the wooden horizontal member on the upper surface and both side surfaces of the composite horizontal member. In addition, if the reinforcing material is attached to the bottom surface of the horizontal member main body, when the stress acts in a direction that causes the horizontal member main body to bend downward, the reinforcing material extends on the lower surface side of the horizontal member main body. By suppressing this, it becomes difficult for the downward bending of the horizontal member body to occur, which is also preferable in this respect. If it is only necessary to ensure the workability equivalent to that of a wooden horizontal member on the upper surface and one side surface of the composite horizontal member, a groove is formed on the side surface of the horizontal member and a reinforcing plate is formed. The reinforcing member may be attached to the side surface of the horizontal member main body so that the insertion portion protrudes laterally from the plate-like base. Even in this case, the workability on one side of the composite horizontal member can be secured while the workability on the upper surface of the composite horizontal member is ensured, so the workability on both sides of the composite horizontal member is not ensured. This is superior to conventional products.

また、本発明の複合横架材であれば、構造的には、複合横架材の外側から補強材を取り付けてあるだけなので、建築現場において横架材本体に対して補強材を取り付けるような工法を採用することができ、集成材の製造段階で補強材を集成材の内部に埋め込まざるを得ないものに比べ、製造コストや製造後の製品の保管にかかるコストなどを抑制することができる。   Further, in the case of the composite horizontal member of the present invention, structurally, since the reinforcing material is only attached from the outside of the composite horizontal member, the reinforcing material is attached to the horizontal member main body at the construction site. The construction method can be adopted, and it is possible to suppress the manufacturing cost and the cost of storing the product after manufacturing, compared to the case where the reinforcing material has to be embedded inside the laminated material at the manufacturing stage of the laminated material. .

さらに、本発明の複合横架材において、複合横架材の寸法は、使用目的に応じて任意であるが、通常は、長手方向寸法が3m〜6m程度の長尺材(=同一断面形状の部分が長手方向に連続する材)として形成される。また、従来の横架材には、材幅10cm〜45cm程度のものがあり、中でも材幅18cm〜36cm程度のものが多用され、しかも、強度を確保できる範囲内でなるべく材幅を小さくしたいとの要求に応えるため、僅かな材幅の違いしかないものがきわめて多種類用いられてきたが、本発明の複合横架材の場合は、材幅18cmにて材幅30cmの従来品と同等以上の強度を確保できるので、従来品における何種類もの材幅を、1種類の材幅で代替することができる。   Furthermore, in the composite horizontal member of the present invention, the size of the composite horizontal member is arbitrary depending on the purpose of use, but is usually a long material having a longitudinal dimension of about 3 m to 6 m (= same cross-sectional shape). The material is formed as a material whose portion is continuous in the longitudinal direction. In addition, some conventional horizontal members have a material width of about 10 cm to 45 cm. Among them, a material having a material width of about 18 cm to 36 cm is often used, and it is desired to make the material width as small as possible within a range in which strength can be secured. In order to meet the demands of the above, a very wide variety of materials having only a slight difference in material width has been used. However, in the case of the composite horizontal member of the present invention, the material width is 18 cm and the material width is 30 cm or more. Therefore, it is possible to replace several kinds of material widths in the conventional product with one kind of material width.

したがって、本発明の複合横架材によれば、横架材の材寸を従来品よりも削減することができるようになり、その結果、本発明の複合横架材と組み合わせて使用される柱の高さについても、横架材の材寸の僅かな違いに合わせて高さを変える必要が無くなるので、横架材の材幅に加えて柱の高さも種類を削減できることになり、材寸の割り出しにかかる労力は大幅に削減される。また、複合横架材や柱の寸法について種類が減れば、工場でプレカットした材を製造する場合でも、多種類の在庫をかかえる必要がないので経済的である。   Therefore, according to the composite horizontal member of the present invention, the size of the horizontal member can be reduced as compared with the conventional product, and as a result, the columns used in combination with the composite horizontal member of the present invention. Since there is no need to change the height according to the slight difference in the dimensions of the horizontal member, the height of the column can be reduced in addition to the width of the horizontal member. The labor required to find out is greatly reduced. Further, if the types of composite horizontal members and pillars are reduced, it is economical because it is not necessary to have many kinds of stocks even when manufacturing precut materials at a factory.

加えて、本発明の複合横架材であれば、横架材の材寸を小さくできるので、その分だけ天井高を確保でき、建築物内にゆとりのあるスペースを確保することもできるようになる。   In addition, with the composite horizontal member of the present invention, the size of the horizontal member can be reduced, so that the ceiling height can be secured by that amount, and a spacious space can be secured in the building. Become.

ところで、本発明の複合横架材において、前記溝および前記補強材は、前記横架材本体よりも長手方向の寸法が短く形成されており、前記横架材本体の長手方向両端部に、前記溝の形成されていない部分が設けられていると好ましい。   By the way, in the composite horizontal member of the present invention, the groove and the reinforcing material are formed with a dimension in the longitudinal direction shorter than that of the horizontal member main body, and at both ends in the longitudinal direction of the horizontal member main body, It is preferable that a portion where no groove is formed is provided.

このような構造を採用すると、横架材本体の長手方向両端部に、補強材が存在しない部分を設けることができるので、横架材本体の長手方向両端部付近における加工性はさらに良好になる。したがって、横架材本体の長手方向両端部付近に他の部材を接合したい場合に、付加的に金物等を取り付けても、それらの金物等と補強材とのぶつかり合いが生じるおそれがない。なお、このような補強材が存在しない部分は、横架材本体の長手方向両端部それぞれに30cm〜50cm程度確保するとよい。   By adopting such a structure, it is possible to provide a portion where no reinforcing material is present at both ends in the longitudinal direction of the horizontal member body, so that the workability in the vicinity of both ends in the longitudinal direction of the horizontal member body is further improved. . Therefore, when other members are to be joined in the vicinity of both ends in the longitudinal direction of the horizontal member main body, even if hardware is additionally attached, there is no possibility of collision between the hardware and the reinforcing material. In addition, it is good to ensure about 30 cm-about 50 cm of the part where such a reinforcing material does not exist in each longitudinal direction both ends of a horizontal member main body.

また、本発明の複合横架材において、横架材本体と補強材との固定方法は任意であるが、前記横架材本体の表面から打ち込まれたドリフトピンが、前記横架材本体の内部で前記板状挿込部を貫通することにより、前記板状挿込部が前記溝から抜けるのを阻止する構造になっていると、横架材本体をたわませるような応力が作用した場合に、補強材を溝から押し出そうとする力が補強材に伝わったとしても、横架材本体の表面から打ち込まれて板状挿込部を貫通するドリフトピンが抜止となり、板状挿込部が溝から抜けるのを阻止するので、例えば、板状基部を溝の付近にビス止めしてあるだけの構造に比べ、強度の高い構造となる。   Further, in the composite horizontal member of the present invention, the fixing method of the horizontal member main body and the reinforcing material is arbitrary, but the drift pin driven from the surface of the horizontal member main body has an inside of the horizontal member main body. When the plate-like insertion part has a structure that prevents the plate-like insertion part from coming out of the groove by passing through the plate-like insertion part, a stress acting to bend the horizontal member body is applied. Even if the force to push the reinforcing material out of the groove is transmitted to the reinforcing material, the drift pin that is driven from the surface of the horizontal body and penetrates the plate-shaped insertion part is prevented from being removed. Since the portion is prevented from coming out of the groove, for example, a structure having high strength is obtained as compared with a structure in which the plate-like base portion is screwed in the vicinity of the groove.

次に、本発明の実施形態について一例を挙げて説明する。
(1)複合横架材の構造
図1は、本発明の複合横架材の分解斜視図であり、斜め下方より見上げた状態を示している。
Next, an exemplary embodiment of the present invention will be described.
(1) Structure of composite horizontal member FIG. 1 is an exploded perspective view of the composite horizontal member of the present invention, and shows a state viewed from diagonally below.

この複合横架材は、木材または木質材料製(本実施形態では、レッドウッド集成材製)の横架材本体1と、横架材本体1に対して取り付けられる補強材2とで構成される。
横架材本体1は、下面11に長手方向に延びる溝12が形成されていて、さらに溝12の周囲に凹部13が形成されている。また、横架材本体1の側面には、ドリフトピン穴14が穿設されている。
This composite horizontal member is composed of a horizontal member main body 1 made of wood or a wooden material (in this embodiment, made of redwood laminated material) and a reinforcing member 2 attached to the horizontal member main body 1. .
In the horizontal member body 1, a groove 12 extending in the longitudinal direction is formed on the lower surface 11, and a recess 13 is formed around the groove 12. A drift pin hole 14 is formed in the side surface of the horizontal member body 1.

補強材2は、長尺な板状基部21の片方の面に長尺な板状挿込部22が突設された構造の長尺材で、より具体的には、板状基部21に板状挿込部22を垂直に突設することにより、断面T字状となる部分が長手方向に連続する形状となるように構成された鋼製の長尺材である。板状基部21には、ビス穴23が穿設され、また、板状挿込部22には、図2(a)に示すように、ドリフトピン穴24が穿設されている。   The reinforcing material 2 is a long material having a structure in which a long plate-like insertion portion 22 protrudes from one surface of the long plate-like base portion 21, and more specifically, the plate-like base portion 21 has a plate. This is a long steel material configured such that a portion having a T-shaped cross section has a shape that is continuous in the longitudinal direction by vertically projecting the insertion portion 22. A screw hole 23 is formed in the plate-like base portion 21, and a drift pin hole 24 is formed in the plate-like insertion portion 22 as shown in FIG.

補強材2が備える板状挿込部22は、横架材本体1の下面に形成された溝12に挿し込まれ、板状基部21が横架材本体1の下面に重なるように配置される。このとき、板状基部21は、横架材本体1の下面に形成された凹部13の内側に収まる。また、横架材本体1に形成されたドリフトピン穴14と補強材2に形成されたドリフトピン穴24は、板状挿込部22を溝12に挿し込んだときに重なるような位置関係にあり、この重なったドリフトピン穴14,24に、ドリフトピン31が打ち込まれる。また、補強材2に形成されたビス穴23には、ビス32がねじ込まれる。これらドリフトピン31およびビス32により、補強材2が横架材本体1に対して固定されることになる。   The plate-like insertion portion 22 included in the reinforcing member 2 is inserted into the groove 12 formed on the lower surface of the horizontal member main body 1, and the plate-like base portion 21 is disposed so as to overlap the lower surface of the horizontal member main body 1. . At this time, the plate-like base portion 21 is accommodated inside the concave portion 13 formed on the lower surface of the horizontal member main body 1. Moreover, the drift pin hole 14 formed in the horizontal member main body 1 and the drift pin hole 24 formed in the reinforcing member 2 have a positional relationship such that they overlap when the plate-like insertion portion 22 is inserted into the groove 12. There, the drift pin 31 is driven into the overlapping drift pin holes 14 and 24. A screw 32 is screwed into the screw hole 23 formed in the reinforcing material 2. The reinforcing member 2 is fixed to the horizontal member main body 1 by the drift pins 31 and the screws 32.

このような構造の複合横架材は、横架材本体1に補強材2を取り付けても、横架材本体1の上面および両側面には補強材2がまったく重ならない状態にある。したがって、この複合横架材であれば、複合横架材の上面および両側面において、木製の横架材と同等の加工性を確保することができる。   Even if the reinforcing material 2 is attached to the horizontal material body 1, the composite horizontal material having such a structure is in a state in which the reinforcing material 2 does not overlap at all with the upper surface and both side surfaces of the horizontal material body 1. Therefore, with this composite horizontal member, workability equivalent to that of the wooden horizontal member can be ensured on the upper surface and both side surfaces of the composite horizontal member.

また、この複合横架材においては、補強材2を横架材本体1の下面に取り付けてあるので、横架材本体1を下方へたわませるような方向へ応力が作用した場合に、補強材2が横架材本体1の下面側における伸長を抑制する効果も発揮する。したがって、この複合横架材であれば、横架材本体1の下方へのたわみが発生しにくくなる点でも好ましい。   In this composite horizontal member, since the reinforcing member 2 is attached to the lower surface of the horizontal member main body 1, the reinforcing member 2 is reinforced when stress is applied in such a direction that the horizontal member main body 1 is bent downward. The material 2 also exhibits the effect of suppressing the elongation on the lower surface side of the horizontal member main body 1. Therefore, this composite horizontal member is also preferable in that the downward bending of the horizontal member main body 1 is less likely to occur.

さらに、本実施形態の複合横架材は、構造的には、横架材本体1の外側から補強材2を取り付けてあるだけなので、建築現場において横架材本体1に対して補強材2を取り付けるような工法を採用することができる。したがって、例えば、集成材の製造段階で補強材を集成材の内部に埋め込まざるを得ないものとは異なり、事前に横架材を製造してストックしておかなくても、必要となった時点で複合横架材を構成すればよいので、製造コストや製造後の製品の保管にかかるコストなどを抑制することができる。   Furthermore, since the composite horizontal member of the present embodiment is structurally only provided with the reinforcing member 2 from the outside of the horizontal member main body 1, the reinforcing member 2 is attached to the horizontal member main body 1 at the construction site. A method of mounting can be employed. Therefore, for example, unlike the case where the reinforcing material has to be embedded in the laminated wood during the production of the laminated wood, it is not necessary to manufacture and stock the horizontal material in advance. Therefore, the manufacturing cost and the cost for storing the product after manufacturing can be suppressed.

さらに、本実施形態の複合横架材において、溝12および補強材2は、図2(b)に示すように、横架材本体1の全長L1よりも長手方向の寸法L2が短く形成されており、横架材本体1の長手方向両端部には、溝12の形成されていない部分(寸法L3,L4の部分)が設けられている。このような構造を採用すると、横架材本体1の長手方向両端部に補強材2が存在しない部分を設けることができるので、横架材本体1の両端部付近では、さらに良好な加工性を確保できる。したがって、横架材本体1の両端部付近に他の部材を接合したい場合に、付加的な金物等を取り付けても、それらの金物等と補強材とのぶつかり合いが生じるおそれがなく好適である。なお、このような溝12の形成されていない部分は、望ましくは、横架材本体1の長手方向両端部それぞれに30cm〜50cm程度確保するとよい。
(2)強度試験
次に、この複合横架材の強度を調べるため、以下のような試験を実施した。
Furthermore, in the composite horizontal member of the present embodiment, the groove 12 and the reinforcing member 2 are formed such that the longitudinal dimension L2 is shorter than the total length L1 of the horizontal member main body 1 as shown in FIG. In addition, at both ends in the longitudinal direction of the horizontal member body 1, portions where the grooves 12 are not formed (portions of dimensions L3 and L4) are provided. By adopting such a structure, it is possible to provide portions where the reinforcing material 2 does not exist at both ends in the longitudinal direction of the horizontal member main body 1, so that even better workability is obtained in the vicinity of both ends of the horizontal member main body 1. It can be secured. Therefore, when other members are to be joined in the vicinity of both end portions of the horizontal member main body 1, even if additional hardware or the like is attached, there is no risk of collision between the hardware and the reinforcing material. . It should be noted that such a portion where the groove 12 is not formed is desirably secured about 30 cm to 50 cm at each of both ends in the longitudinal direction of the horizontal member body 1.
(2) Strength test Next, in order to investigate the strength of the composite horizontal member, the following test was performed.

試験体としては、2350mm×105mm×150mmの横架材本体1に対し、板状基部21の幅60mm、板状挿込部22の高さ30mm、各板状部の厚さ3mmの補強材2(全長2000mm)を取り付けたものを使用した(実施例)。また、比較のため、横架材本体1に対して補強材2を取り付けていないものも用意した(比較例)。   As a test body, a reinforcing material 2 having a width of 60 mm for the plate-like base portion 21, a height of 30 mm for the plate-like insertion portion 22, and a thickness of 3 mm for each plate-like portion with respect to the horizontal body 1 of 2350 mm × 105 mm × 150 mm. What attached (total length 2000mm) was used (Example). Moreover, what did not attach the reinforcing material 2 with respect to the horizontal member main body 1 was also prepared for the comparison (comparative example).

試験方法は、構造用集成材の日本農林規格曲げ試験に準じて実施した。ただし、試験体の形状を考慮して、試験体の厚さ方向を150mmとし、支持点間距離は2160mm、荷重点間距離は480mmとして試験を行った。   The test method was carried out according to the Japanese Agricultural Standard Bending Test for structural laminated wood. However, in consideration of the shape of the test body, the test was performed with the thickness direction of the test body set to 150 mm, the distance between the support points was 2160 mm, and the distance between the load points was 480 mm.

試験結果を表1に示す。   The test results are shown in Table 1.

Figure 2006125034
Figure 2006125034

以上の結果から、同じ横架材本体1でも、補強材2を設けてある場合(実施例)と補強材2を設けてない場合(比較例)とでは、その曲げ強さに格段の違いが生じることがわかる。この程度まで曲げ強さを向上させることができると、従来品における何種類もの材幅を、1種類の材幅で代替することができる。   From the above results, even in the same horizontal member main body 1, there is a marked difference in bending strength when the reinforcing material 2 is provided (Example) and when the reinforcing material 2 is not provided (Comparative Example). You can see that it happens. If the bending strength can be improved to this extent, the various material widths in the conventional product can be replaced with one material width.

例えば、上記複合横架材の材幅を18cm程度確保すれば、材幅30cmの従来品と同等以上の強度を確保できるので、この場合であれば、材幅18cmの複合横架材のみで、材幅18cm〜30cmの従来品すべてを代替することができることになる。   For example, if the material width of the composite horizontal member is secured about 18 cm, the strength equal to or higher than that of the conventional product having a material width of 30 cm can be ensured. All conventional products having a material width of 18 cm to 30 cm can be substituted.

したがって、横架材の材寸を従来品よりも削減することができるようになり、その結果、この複合横架材と組み合わせて使用される柱の高さについても、横架材の材寸の僅かな違いに合わせて高さを変える必要が無くなる。その結果、横架材の材幅に加えて柱の高さも種類を削減できることになり、材寸の割り出しにかかる労力は大幅に削減される。また、複合横架材や柱の寸法について種類が減れば、工場でプレカットした材を製造する場合でも、多種類の在庫をかかえる必要がないので経済的である。   Therefore, the dimensions of the horizontal member can be reduced as compared with the conventional products. As a result, the height of the column used in combination with this composite horizontal member is also the same as that of the horizontal member. There is no need to change the height according to slight differences. As a result, not only the width of the horizontal member but also the height of the column can be reduced, and the labor required to determine the material size is greatly reduced. Further, if the types of composite horizontal members and pillars are reduced, it is economical because it is not necessary to have many kinds of stocks even when manufacturing precut materials at a factory.

加えて、本実施形態の複合横架材であれば、横架材の材寸を小さくできるので、その分だけ天井高を確保でき、建築物内にゆとりのあるスペースを確保することもできるようになる。   In addition, with the composite horizontal member of the present embodiment, the size of the horizontal member can be reduced, so that the ceiling height can be secured by that amount, and a space can be secured in the building. become.

以上、本発明の実施形態について説明したが、本発明は上記の具体的な一実施形態に限定されず、この他にも種々の形態で実施することができる。
例えば、上記実施形態では、断面T字状の補強材2を使用したが、図3(a)に示すように、横架材本体51に対して断面L字状の補強材52を取り付けても、横架材本体51の上面および側面の加工性を損ねることなく、相応の強度向上を期待することができる。
As mentioned above, although embodiment of this invention was described, this invention is not limited to said specific one Embodiment, In addition, it can implement with a various form.
For example, in the above-described embodiment, the reinforcing material 2 having a T-shaped cross section is used. However, as shown in FIG. 3A, the reinforcing material 52 having an L-shaped cross section may be attached to the horizontal member main body 51. Thus, a corresponding improvement in strength can be expected without impairing the workability of the upper and side surfaces of the horizontal member main body 51.

また、断面L字状の補強材を用いるのであれば、例えば、図3(b)に示すように、横架材本体61に対して断面L字状の補強材62を背中合わせに2つ取り付けてもよく、この場合も、横架材本体51の上面および側面の加工性を損ねることなく、相応の強度向上を期待することができる。なお、このように断面L字状の補強材62を背中合わせに2つ取り付ける場合は、2つの補強材62を互いに接合することなく横架材本体61に対して取り付けてもよいし、2つの補強材62をあらかじめ接合してから横架材本体61に対して取り付けてもよいが、事前に接合しておく方が強度が向上し、また、ドリフトピン穴の位置合わせの際に手間がかからない。   Further, if a reinforcing member having an L-shaped cross section is used, for example, two reinforcing members 62 having an L-shaped cross section are attached to the horizontal member main body 61 back to back as shown in FIG. In this case as well, a corresponding improvement in strength can be expected without impairing the workability of the upper surface and the side surface of the horizontal member main body 51. When two reinforcing members 62 having an L-shaped cross section are attached back to back in this way, the two reinforcing members 62 may be attached to the horizontal member main body 61 without being joined to each other, or the two reinforcing members may be attached. The material 62 may be attached in advance to the horizontal member main body 61, but the strength is improved if the material 62 is joined in advance, and it does not take time when the drift pin hole is aligned.

また、上記実施形態では、断面T字状の補強材2の一例を示したが、断面T字状の補強材自体の具体的な構造は任意であり、例えば、図3(c)に示す横架材本体71および補強材72のように、一枚の板材を折り曲げ加工して断面T字状となるように形成した補強材72を用いてもよい。   In the above embodiment, an example of the reinforcing material 2 having a T-shaped cross section is shown. However, the specific structure of the reinforcing material having a T-shaped cross section itself is arbitrary. For example, the horizontal shape shown in FIG. A reinforcing material 72 formed by bending a single plate material so as to have a T-shaped cross section, such as the frame main body 71 and the reinforcing material 72, may be used.

また、上記実施形態では、補強材2の板状基部21が、横架材本体1に形成された凹部13に収まるように構成してあったが、板状基部の厚みが問題にならないような部位で使用される横架材であれば、図3(d)に示す横架材本体81および補強材82のように、補強材82の一部が横架材本体81表面の面位置から僅かに突出していても構わない。   Moreover, in the said embodiment, although it comprised so that the plate-shaped base 21 of the reinforcing material 2 might be settled in the recessed part 13 formed in the horizontal member main body 1, the thickness of a plate-shaped base does not become a problem. In the case of the horizontal member used in the part, a part of the reinforcing material 82 is slightly from the surface position of the surface of the horizontal member main body 81 as in the horizontal member main body 81 and the reinforcing member 82 shown in FIG. It may be protruding.

さらに、以上説明した実施形態においては、断面T字状の補強材、断面L字状の補強材など、1本の補強材が1枚の板状挿入部を有する構造になっているものについて説明したが、補強材は、複数枚の板状挿入部を有する構造になっていてもよい。例えば、2枚の板状挿込部を有する断面コの字型ないしF字型の補強材、3枚の板状挿込部を有する断面E字型の補強材などを採用してもよく、この場合、横架材本体には、板状挿込部と同数の溝が形成される。   Further, in the above-described embodiment, a description is given of a structure in which one reinforcing material has a single plate-like insertion portion, such as a reinforcing material having a T-shaped cross section or a reinforcing material having an L-shaped cross section. However, the reinforcing material may have a structure having a plurality of plate-like insertion portions. For example, a U-shaped or F-shaped reinforcing member having two plate-like insertion portions, an E-shaped reinforcing member having three plate-like insertion portions, and the like may be adopted. In this case, the same number of grooves as the plate insertion portion are formed in the horizontal member main body.

より具体的には、例えば、図4(a)および同図(b)に示すように、平行に2本のスリット(溝)を入れた横架材本体91に対して、2枚の板状挿込部を有する断面コの字型の補強材92を取り付けるようにしてもよい。図4(a)および同図(b)に示した例では、横架材本体91(材寸105mm×180mmの平角)に対して、40mm間隔を保って長手方向に平行に延びる2本のスリット(深さ90mm)を形成しておいて、それら2本のスリットに補強材92(断面コの字型の金物;厚3.2mm、幅40mm、高90mm)を挿し込み、先に説明した実施形態と同様、ドリフトピンおよびビスを使って補強材92を横架材本体91に固定してある。このような構造にすれば、断面T字状の補強材や断面L字状の補強材を用いた場合以上に剛性の高い複合横架材を得ることができる。   More specifically, for example, as shown in FIG. 4 (a) and FIG. 4 (b), two plate-like members are formed on the horizontal member main body 91 in which two slits (grooves) are provided in parallel. A U-shaped reinforcing member 92 having an insertion portion may be attached. In the example shown in FIG. 4 (a) and FIG. 4 (b), two slits extending parallel to the longitudinal direction with a spacing of 40mm with respect to the horizontal member main body 91 (flat size of material size 105mm × 180mm). (90 mm depth), and the reinforcing material 92 (a U-shaped metal section; thickness 3.2 mm, width 40 mm, height 90 mm) is inserted into these two slits, and the above-described implementation Similar to the embodiment, the reinforcing member 92 is fixed to the horizontal member main body 91 using drift pins and screws. With such a structure, it is possible to obtain a composite cross member having a higher rigidity than when a reinforcing material having a T-shaped cross section or a reinforcing material having an L-shaped cross section is used.

加えて、上記実施形態では、補強材について鋼製である旨を説明したが、鋼材以外の金属材、例えばアルミ材などで補強材を製造してもよく、あるいは、公知の各種金属代替材料(例えば、繊維強化プラスチック系材料、セラミックス系材料)で補強材を形成しても構わない。   In addition, in the above embodiment, it has been described that the reinforcing material is made of steel. However, the reinforcing material may be manufactured using a metal material other than the steel material, for example, an aluminum material, or various known metal substitute materials ( For example, the reinforcing material may be formed of a fiber reinforced plastic material or a ceramic material.

本発明の実施形態として説明した複合横架材の斜視図。The perspective view of the composite horizontal member demonstrated as embodiment of this invention. (a)は補強材の斜視図、(b)は横架材本体の両端にある「補強材を設けていない部分」を示す正面図。(A) is a perspective view of a reinforcement material, (b) is a front view which shows the "part which does not provide the reinforcement material" in the both ends of a horizontal member main body. 補強材の変形例を示す断面図。Sectional drawing which shows the modification of a reinforcing material. (a)複数の板状挿込部を有する補強材の例を示すための断面図、(b)はその端部の部分正面図。(A) Sectional drawing for showing the example of the reinforcing material which has a some plate-shaped insertion part, (b) is the fragmentary front view of the edge part.

符号の説明Explanation of symbols

1,51,61,71,81・・・横架材本体、2,52,62,72,82・・・補強材、12・・・溝、13・・・凹部、14,24・・・ドリフトピン穴、21・・・板状基部、22・・・板状挿込部、23・・・ビス穴、31・・・ドリフトピン、32・・・ビス。   1, 51, 61, 71, 81 ... Horizontal body, 2, 52, 62, 72, 82 ... Reinforcement material, 12 ... Groove, 13 ... Recess, 14, 24 ... Drift pin hole, 21 ... plate base, 22 ... plate insertion part, 23 ... screw hole, 31 ... drift pin, 32 ... screw.

Claims (4)

木材または木質材料製の横架材本体と、前記横架材本体に対して取り付けられた補強材とで構成される複合横架材であって、
前記横架材本体には、長手方向に延びる溝が形成され、
前記補強材は、長尺な板状基部の片方の面に前記板状基部と同一方向に長尺な板状挿込部が突設された構造の長尺材で、前記板状挿込部が前記溝に挿し込まれるとともに、前記板状基部が前記横架材本体の表面に重なるように配置された状態で、前記横架材本体に対して固定されている
ことを特徴とする複合横架材。
A composite horizontal material composed of a horizontal material body made of wood or wood material and a reinforcing material attached to the horizontal material body,
A groove extending in the longitudinal direction is formed in the horizontal member body,
The reinforcing material is a long material having a structure in which a long plate-like insertion portion is provided in the same direction as the plate-like base on one surface of the long plate-like base portion. Is inserted into the groove, and fixed to the horizontal member main body in a state where the plate-like base portion is disposed so as to overlap the surface of the horizontal member main body. Construction material.
前記横架材本体の下面に溝を形成してあり、
前記補強材の前記板状挿込部が前記板状基部の上面から上方へ突出する向きにして、前記補強材を前記横架材本体の下面に取り付けてある
ことを特徴とする請求項1に記載の複合横架材。
A groove is formed on the lower surface of the horizontal member body,
The reinforcing member is attached to the lower surface of the horizontal member main body so that the plate-like insertion portion of the reinforcing member protrudes upward from the upper surface of the plate-like base portion. The composite horizontal member described.
前記溝および前記補強材は、前記横架材本体よりも長手方向の寸法が短く形成されており、前記横架材本体の長手方向両端部に、前記溝の形成されていない部分が設けられている
ことを特徴とする請求項1または請求項2に記載の複合横架材。
The groove and the reinforcing material are formed with a dimension in the longitudinal direction shorter than that of the horizontal member main body, and portions where the groove is not formed are provided at both longitudinal ends of the horizontal member main body. The composite horizontal member according to claim 1 or 2, characterized in that:
前記横架材本体の表面から打ち込まれたドリフトピンが、前記横架材本体の内部で前記板状挿込部を貫通することにより、前記板状挿込部が前記溝から抜けるのを阻止する構造になっている
ことを特徴とする請求項1〜請求項3のいずれかに記載の複合横架材。
The drift pin driven from the surface of the horizontal member main body penetrates the plate-like insertion part inside the horizontal member main body, thereby preventing the plate-like insertion part from coming out of the groove. It has structure. The composite horizontal member in any one of Claims 1-3 characterized by the above-mentioned.
JP2004314146A 2004-10-28 2004-10-28 Composite horizontal member Pending JP2006125034A (en)

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Cited By (8)

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JP2008163627A (en) * 2006-12-28 2008-07-17 Sumitomo Forestry Co Ltd Composite member and building structure skeleton using the same
JP2008273161A (en) * 2007-04-27 2008-11-13 Housing System Toa:Kk Inventory of primary processing material and marking for secondary processing of structural member such as horizontal member
JP2010513755A (en) * 2006-12-18 2010-04-30 エボニック レーム ゲゼルシャフト ミット ベシュレンクテル ハフツング Composite support system using plastic in combination with other materials
JP2015081430A (en) * 2013-10-22 2015-04-27 Jfe建材株式会社 Mounting fitting and structure for mounting corrugated steel plate on wooden beam
CN108265882A (en) * 2018-02-02 2018-07-10 厦门源昌城建集团有限公司 A kind of steel plate-stone combination beam and its construction method for long-span space
JP2020147995A (en) * 2019-03-13 2020-09-17 株式会社熊谷組 Structural material
JP2021063337A (en) * 2019-10-10 2021-04-22 株式会社竹中工務店 Reinforcement structure of wooden member and reinforcement method of wooden member
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Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010513755A (en) * 2006-12-18 2010-04-30 エボニック レーム ゲゼルシャフト ミット ベシュレンクテル ハフツング Composite support system using plastic in combination with other materials
JP2008163627A (en) * 2006-12-28 2008-07-17 Sumitomo Forestry Co Ltd Composite member and building structure skeleton using the same
JP2008273161A (en) * 2007-04-27 2008-11-13 Housing System Toa:Kk Inventory of primary processing material and marking for secondary processing of structural member such as horizontal member
JP4506995B2 (en) * 2007-04-27 2010-07-21 株式会社ハウジングシステム・トーア Stock of primary processing materials for structural members such as horizontal members and marking for secondary processing
JP2015081430A (en) * 2013-10-22 2015-04-27 Jfe建材株式会社 Mounting fitting and structure for mounting corrugated steel plate on wooden beam
CN108265882B (en) * 2018-02-02 2024-04-09 厦门源昌城建集团有限公司 Steel plate-stone composite beam for large-span space and construction method thereof
CN108265882A (en) * 2018-02-02 2018-07-10 厦门源昌城建集团有限公司 A kind of steel plate-stone combination beam and its construction method for long-span space
JP2020147995A (en) * 2019-03-13 2020-09-17 株式会社熊谷組 Structural material
JP7273550B2 (en) 2019-03-13 2023-05-15 株式会社熊谷組 Structural material
JP7342342B2 (en) 2019-10-10 2023-09-12 株式会社竹中工務店 Reinforcement structure of wood components
JP2021063337A (en) * 2019-10-10 2021-04-22 株式会社竹中工務店 Reinforcement structure of wooden member and reinforcement method of wooden member
JP2021067022A (en) * 2019-10-18 2021-04-30 株式会社熊谷組 Beam material
JP7273686B2 (en) 2019-10-18 2023-05-15 株式会社熊谷組 Beam material

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