JP2020037778A - Beam joining structure - Google Patents

Beam joining structure Download PDF

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JP2020037778A
JP2020037778A JP2018164258A JP2018164258A JP2020037778A JP 2020037778 A JP2020037778 A JP 2020037778A JP 2018164258 A JP2018164258 A JP 2018164258A JP 2018164258 A JP2018164258 A JP 2018164258A JP 2020037778 A JP2020037778 A JP 2020037778A
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screw member
screwed
vertical
cutting hole
hole
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JP7080774B2 (en
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今井 淳一
Junichi Imai
淳一 今井
俊充 宮▲崎▼
Toshimitsu Miyazaki
俊充 宮▲崎▼
正敬 矢野
Masataka Yano
正敬 矢野
長島 泰介
Taisuke Nagashima
泰介 長島
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Sumitomo Forestry Co Ltd
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Sumitomo Forestry Co Ltd
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Abstract

To join the end faces of two beams so as to transmit bending moment and shearing force, and to suppress cracks in the end parts of the beams.SOLUTION: Cutting holes 13, 14 are provided in the axial direction from the upper part and the lower part of the end face of the first beam 1, and an upper screw member 11 and a lower screw member 12 are screwed in. Upper and lower screw members 21, 22 are also screwed into the second beam in the axial direction, and bending moment can be transmitted between beams by connecting them through connecting members 31, 32. The end of the first beam is provided with a vertical cutting hole 17 in the vertical direction crossing the cutting hole in the axial direction, and a vertical screw member 15 is screwed to a position where the entire length of the screw passes the cutting hole in the axial direction. A beam receiving metal fitting 34 is fixed to the end face of the first beam by a bolt whose tip is screwed into the vertical screw member, and is connected to the second beam so that shearing force can be transmitted. In the vicinity of the screw member screwed into the first beam, long screws 18, 19 for suppressing the crack of a wood material are screwed.SELECTED DRAWING: Figure 2

Description

本発明は、木質材からなる2つの梁を、端面を対向させて接合する接合構造に係り、特に接合部で曲げモーメントとせん断力とに抵抗が可能となる梁の接合構造に関するものである。   BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining structure for joining two beams made of a wood material with their end faces facing each other, and more particularly to a joining structure for beams capable of resisting a bending moment and a shearing force at a joining portion.

木質材からなる梁の端部を他の構造部材、例えば柱や他の梁に接合する構造には、金物を用いるものが広く採用されている。例えば、特許文献1に記載されている構造では、柱等に接合金物を固定しておき、梁の端部を上記接合金物によって支持するものである。この構造では、梁の自重及び梁の上に作用する鉛直方向の荷重によって梁の端部にせん断力が作用し、接合金物がせん断力に抵抗するものとなっている。   As a structure for joining the end of a beam made of a wood material to another structural member, for example, a column or another beam, a structure using metal is widely adopted. For example, in the structure described in Patent Literature 1, a metal joint is fixed to a pillar or the like, and the end of the beam is supported by the metal joint. In this structure, a shear force acts on the end of the beam due to the weight of the beam and a vertical load acting on the beam, and the joint metal resists the shear force.

また、特許文献2に記載されている接合構造では、梁の端部及びこの梁が接合される他の梁にスクリュー部材を鉛直方向にねじ込み、接合金物をこれらのスクリュー部材を介して木質材からなる梁に固定するものとしている。
特許文献1に記載されているように、接合金物をボルト等で木質材に固定する構造では、梁の端部に作用するせん断力が大きくなるとボルトの周辺で木質材に応力が集中する。このため木質材に局部的な変形が生じやすく、接合する双方の部材間の相対的な変位が生じることがある。これに対し、特許文献2に記載の構造では、接合金物から伝達されるせん断力をスクリュー部材によって分散して木質材に伝達することができ、木質材に応力が集中して作用するのが緩和される。このため、特許文献2に記載の接合構造は梁の端部に作用するせん断力が大きいときに好適に採用することができる。
Further, in the joining structure described in Patent Document 2, a screw member is vertically screwed into an end portion of a beam and another beam to which the beam is joined, and a joining hardware is made of wood material through these screw members. Fixed to the beam.
As described in Patent Literature 1, in a structure in which a metal joint is fixed to a wooden material with a bolt or the like, when the shearing force acting on the end of the beam increases, stress concentrates on the wooden material around the bolt. For this reason, local deformation is likely to occur in the wood material, and a relative displacement may occur between both members to be joined. On the other hand, in the structure described in Patent Literature 2, the shear force transmitted from the joint metal can be dispersed by the screw member and transmitted to the wooden material, and the concentration of the stress on the wooden material can be reduced. Is done. For this reason, the joining structure described in Patent Literature 2 can be suitably adopted when the shear force acting on the end of the beam is large.

一方、梁の端部で曲げモーメントの伝達が可能となるように他の部材と接合する構造が、例えば特許文献3に記載されている。
集会所や集合住宅等のやや大きな木造建築物では、部材寸法が大きな木質材が用いられることが多く、特に梁は高さが大きな部材が用いられることが多い。また、梁と柱との間で曲げモーメントの伝達が可能となったラーメン構造が採用されることがある。特許文献3に記載の構造では、接合する二つの構造部材にわたって複数の位置に引張力又は圧縮力の伝達が可能な結合部材を埋め込むものとなっている。これらの結合部材に作用する引張力又は圧縮力により、部材間で曲げモーメントが伝達される。
On the other hand, a structure in which an end of a beam is joined to another member so that a bending moment can be transmitted is described in, for example, Patent Document 3.
In a somewhat large wooden building such as a meeting place or an apartment house, a wooden material having a large member size is often used, and particularly, a beam having a large height is often used. In addition, a rigid frame structure in which a bending moment can be transmitted between a beam and a column may be adopted. In the structure described in Patent Document 3, a coupling member capable of transmitting a tensile force or a compressive force is embedded at a plurality of positions over two structural members to be joined. A bending moment is transmitted between the members by a tensile force or a compressive force acting on these connecting members.

特開2001−271426号公報JP 2001-271426 A 特開2004−092149号公報JP 2004-092149 A 特許第6275798号公報Japanese Patent No. 6275798

しかし、従来の梁の接合構造では、次のような解決が望まれる課題がある。
大型の木造建築物では、木質材からなる梁の支間長が長くなることが多く、連続して曲げモーメント及びせん断力に抵抗が可能な長尺の梁を製作することが必要となる。集成材によって梁を製作するとしても、工場で製作した梁の長さが大きくなると、建築物の構築現場まで搬送することが難しくなる。このため、複数の部材に分割して製作し、建築物の構築現場で曲げモーメント及びせん断力の伝達が可能となるように接続することになる。
However, the conventional beam joint structure has a problem that the following solution is desired.
In a large wooden building, the span length of a beam made of a wooden material is often long, and it is necessary to manufacture a long beam capable of continuously resisting a bending moment and a shear force. Even if a beam is manufactured using glulam, if the length of the beam manufactured in the factory increases, it is difficult to transport the beam to the building construction site. For this reason, it is divided into a plurality of members and manufactured, and connected so that bending moment and shear force can be transmitted at a construction site of a building.

しかし、特許文献1及び特許文献2に記載の接合構造では、せん断力の伝達は可能となるが、大きな曲げモーメントは伝達されない。また、特許文献3に記載の接合構造では曲げモーメントは伝達されるがせん断力の伝達については考慮されていない。
特許文献1に記載されたせん断力の伝達機構は、特許文献3に記載の接合構造に併せて適用することは可能ではある。しかし、特許文献1の接合構造では接合金物をボルト等によって木質材からなる梁及び柱に取り付けており、接合する部材間で相対的なせん断変形が生じやすい。接合する双方の部材間でせん断変形が生じると、特許文献3に記載されているように曲げモーメントの伝達機構と併せて用いたときに、梁の軸線方向に埋め込んでいる結合部材に沿って、木質材からなる梁に割れが生じ易くなる。
However, in the joint structures described in Patent Literature 1 and Patent Literature 2, a shear force can be transmitted, but a large bending moment is not transmitted. Further, in the joint structure described in Patent Document 3, a bending moment is transmitted, but transmission of a shear force is not considered.
The transmission mechanism of the shear force described in Patent Literature 1 can be applied to the joining structure described in Patent Literature 3. However, in the joining structure of Patent Literature 1, the joining hardware is attached to beams and columns made of a wooden material by bolts or the like, and relative shear deformation is likely to occur between the joining members. When shear deformation occurs between both members to be joined, when used in combination with a bending moment transmission mechanism as described in Patent Document 3, along with the connecting member embedded in the axial direction of the beam, Cracks are likely to occur in wooden beams.

一方、特許文献2に記載の接合構造では、接合金物からスクリュー部材を介してせん断力が木質材からなる梁に伝達され、接合する部材間の相対的なせん断変形は抑制される。しかし、鉛直方向に梁を貫通するスクリュー部材を用いた接合構造を特許文献3に記載されている接合構造に適用しようとすると、上記スクリュー部材が曲げモーメントを伝達するための結合部材と位置が干渉することになる。このため、双方の部材を梁の端部に組み込むことが難しくなる。また、梁の端部に多くの部材を組み込み、これらを介して曲げモーメント及びせん断力が伝達されると、梁の端部で木目に沿った方向の割れが生じ易くなる。   On the other hand, in the joining structure described in Patent Literature 2, the shearing force is transmitted from the joining hardware to the beam made of the wood material via the screw member, and the relative shear deformation between the joining members is suppressed. However, when trying to apply the joining structure using a screw member that penetrates the beam in the vertical direction to the joining structure described in Patent Document 3, the screw member interferes with the joining member for transmitting the bending moment. Will do. For this reason, it is difficult to incorporate both members into the end of the beam. Further, when many members are incorporated at the end of the beam and the bending moment and the shearing force are transmitted through these members, cracks in the direction along the grain are likely to occur at the end of the beam.

本発明は、上記のような事情に鑑みてなされたものであり、その目的は、2つの梁の端面を対向させ、曲げモーメント及びせん断力が伝達されるように接合するとともに、梁の端部に割れが生じにくい梁の接合構造を提供することである。   The present invention has been made in view of the above circumstances, and an object of the present invention is to make two end faces of a beam face each other, to join them so that a bending moment and a shear force are transmitted, and to provide an end part of the beam. An object of the present invention is to provide a joint structure of a beam that is less likely to crack.

上記課題を解決するために、請求項1に係る発明は、 木質材からなる第1の梁の端面と木質材からなる第2の梁の端面とを対向させて接合する梁の接合構造であって、 前記第1の梁の端面の上部及び下部から該第1の梁の軸線方向に設けられた第1の上部切削穴及び第1の下部切削穴にねじ込まれた第1の上部スクリュー部材及び第1の下部スクリュー部材と、 前記第2の梁の端面の上部及び下部から該第2の梁の軸線方向に設けられた第2の上部切削穴及び第2の下部切削穴にねじ込まれた第2の上部スクリュー部材及び第2の下部スクリュー部材と、 前記第1の梁の端部に上下方向に設けられた第1の縦方向切削穴にねじ込まれた第1の縦方向スクリュー部材と、 第1の梁の端面から前記第1の縦方向スクリュー部材に向かって設けられた穴に挿通され、前記第1の縦方向スクリュー部材の側面に設けられたボルト孔にねじ込まれたボルトによって第1の梁の端面に固定された梁受け部材と、 前記第1の上部スクリュー部材と前記第2の上部スクリュー部材とを結合する上部連結部材と、 前記第1の下部スクリュー部材と前記第2の下部スクリュー部材とを結合する下部連結部材と、 前記梁受け部材と前記第2の梁の端部とを連結する梁受け連結部材と、を有し、 前記第1の縦方向切削穴は、前記第1の上部切削穴又は第1の下部切削穴の少なくとも一方と交叉して連通するように設けられ、 前記第1の縦方向スクリュー部材は、第1の梁の上面又は下面から前記第1の縦方向切削穴にねじ込まれ、該第1の縦方向スクリュー部材の全長が交叉する前記第1の上部切削穴又は第1の下部切削穴を通過する位置までねじ込まれている梁の接合構造を提供する。   In order to solve the above problem, the invention according to claim 1 is a beam joining structure in which an end face of a first beam made of a wood material and an end face of a second beam made of a wood material are opposed to each other and joined. A first upper screw member screwed into a first upper cutting hole and a first lower cutting hole provided in an axial direction of the first beam from an upper portion and a lower portion of an end surface of the first beam; A first lower screw member, and a second lower cutting hole screwed from an upper part and a lower part of an end face of the second beam into a second upper cutting hole and a second lower cutting hole provided in an axial direction of the second beam. A second upper screw member and a second lower screw member; a first vertical screw member screwed into a first vertical cutting hole provided vertically in an end of the first beam; The first vertical screw member is provided from the end face of the first beam. A beam receiving member fixed to an end face of the first beam by a bolt inserted into the drilled hole and screwed into a bolt hole provided on a side surface of the first vertical screw member; An upper connecting member that connects the screw member and the second upper screw member; a lower connecting member that connects the first lower screw member and the second lower screw member; And a beam receiving connecting member for connecting an end of the second beam. The first longitudinal cutting hole intersects at least one of the first upper cutting hole or the first lower cutting hole. The first longitudinal screw member is screwed into the first longitudinal cutting hole from the upper surface or the lower surface of the first beam, and the total length of the first longitudinal screw member is reduced. Intersecting the first upper part A joint structure of a beam screwed to a position passing through a cutting hole or a first lower cutting hole is provided.

この梁の接合構造では、第2の梁と接合する第1の梁の端部に、上面及び下面に沿った位置並びに端面に沿った位置の3方向にスクリュー部材をねじ込むことができる。これにより、上面及び下面に沿ってねじ込んだ第1の上部スクリュー部材及び第1の下部スクリュー部材が、曲げモーメントによって上面付近及び下面付近に発生する圧縮力及び引張力を第2の梁との間で伝達するものとなる。そして、せん断力は第1の縦方向スクリュー部材及び梁受け部材を介して双方の梁間で伝達される。
また、曲げモーメントを伝達するための第1の上部スクリュー部材及び第1の下部スクリュー部材と、せん断力を伝達するための第1の縦方向スクリュー部材とは、互いに干渉することなく、ねじ込むことが可能となり、曲げモーメントとせん断力との双方が梁間で伝達される接合構造を梁の架設現場で実現することが可能となる。
In this beam joining structure, a screw member can be screwed into the end of the first beam joined to the second beam in three directions: a position along the upper surface and the lower surface and a position along the end surface. As a result, the first upper screw member and the first lower screw member screwed along the upper surface and the lower surface generate a compressive force and a tensile force generated near the upper surface and the lower surface by the bending moment between the second beam and the second beam. Will be communicated. Then, the shearing force is transmitted between both beams via the first longitudinal screw member and the beam receiving member.
Further, the first upper screw member and the first lower screw member for transmitting the bending moment, and the first longitudinal screw member for transmitting the shear force can be screwed in without interfering with each other. It becomes possible to realize a joint structure in which both the bending moment and the shear force are transmitted between the beams at the erection site of the beams.

請求項2に係る発明は、請求項1に記載の梁の接合構造において、 前記第1の上部スクリュー部材の上側又は前記第1の下部スクリュー部材の下側には、前記第1の梁の一方の側面から他方の側面に向かって、前記第1の上部スクリュー部材の上側又は前記第1の下部スクリュー部材の下側を先端が通過する位置まで横方向長ビスがねじ込まれ、 前記第1の梁の上面又は下面からは、前記第1の上部スクリュー部材又は前記第1の下部スクリュー部材の両側方を先端が上下方向に通過する位置まで縦方向長ビスがねじ込まれ、 前記第1の上部スクリュー部材又は前記第1の下部スクリュー部材の周囲の三方を囲うように前記横方向長ビス及び前記縦方向長ビスがねじ込まれているものとする。   The invention according to claim 2 is the beam joint structure according to claim 1, wherein one of the first beams is provided above the first upper screw member or below the first lower screw member. The lateral long screw is screwed from the side surface of the first beam to the position above the first upper screw member or the lower side of the first lower screw member from the side surface to the other side surface, and the first beam A vertically long screw is screwed from the upper surface or the lower surface of the first upper screw member to a position where the tip passes vertically on both sides of the first upper screw member or the first lower screw member. Alternatively, the laterally long screw and the longitudinally long screw are screwed so as to surround three sides around the first lower screw member.

この接合構造では、第1の上部スクリュー部材又は第1の下部スクリュー部材の周辺の三方を囲うようにねじ込まれた長ビスが引張力に抵抗する。これにより、第1の梁を構成する木質材に割れが生じるのを抑制するとともに割れが生じても大きく拡大するのを抑えることが可能となる。   In this joining structure, the long screw screwed around three sides around the first upper screw member or the first lower screw member resists the tensile force. Thereby, it is possible to suppress the occurrence of cracks in the wood material constituting the first beam and to suppress the large expansion even if the cracks occur.

請求項3に係る発明は、請求項1又は請求項2に記載の梁の接合構造において、 前記第1の縦方向スクリュー部材と前記第1の梁の端面との間に、前記第1の梁の一方の側面から他方の側面に向かって、前記第1の縦方向スクリュー部材の側方を先端が通過する位置まで第2の横方向長ビスがねじ込まれているものとする。   The invention according to claim 3 is the beam joint structure according to claim 1 or 2, wherein the first beam is provided between the first longitudinal screw member and an end face of the first beam. It is assumed that a second long screw in the horizontal direction is screwed from one side surface to the other side surface of the first vertical screw member to a position where a tip of the screw member passes through the side of the first vertical screw member.

第1の梁と第2の梁との接合部に曲げモーメントが作用したときに、梁受け部材を介して第1の縦方向スクリュー部材を端面に向かって引き出そうとする力が作用することがある。この接合構造では、第1の縦方向スクリュー部材と端面との間にねじ込まれた長ビスが木質材の割れを抑え、第1の梁の端部が破壊するのを抑制することが可能となる。   When a bending moment acts on the joint between the first beam and the second beam, a force may be exerted to pull out the first longitudinal screw member toward the end face via the beam receiving member. . In this joint structure, the long screw screwed between the first longitudinal screw member and the end face can suppress cracking of the wood material, and can prevent the end of the first beam from breaking. .

請求項4に係る発明は、請求項1から請求項3までのいずれかに記載の梁の接合構造において、 前記第1の縦方向スクリュー部材は、側面から軸線と直角方向に貫通孔が形成されており、 前記第1の梁の一方の側面から他方の側面に向かって少なくとも一ヶ所に形成されたピン孔にピンが挿入され、該ピンが前記第1の縦方向スクリュー部材に形成された前記貫通孔に挿通されているものとする。   The invention according to claim 4 is the beam joint structure according to any one of claims 1 to 3, wherein the first vertical screw member has a through hole formed in a direction perpendicular to an axis from a side surface. Wherein a pin is inserted into a pin hole formed in at least one place from one side to the other side of the first beam, and the pin is formed in the first longitudinal screw member. It is assumed that it is inserted through the through hole.

この接合構造では、第1の梁と第2の梁との接合部に曲げモーメントが作用し、梁受け部材を介して第1の縦方向スクリュー部材を端面に向かって引き出そうとする力が作用したときに、第1の縦方向スクリュー部材を貫通するピンが第1の梁の木質材に圧接され、第1の縦方向スクリュー部材が端面側に変位するのが抑制される。これにより、第1の縦方向スクリュー部材と端面との間に割れが生じるのが抑制される。   In this joint structure, a bending moment acts on the joint between the first beam and the second beam, and a force acts to pull out the first longitudinal screw member toward the end face via the beam receiving member. At this time, the pin penetrating the first vertical screw member is pressed against the wood material of the first beam, and the displacement of the first vertical screw member toward the end surface is suppressed. Thereby, the occurrence of cracks between the first longitudinal screw member and the end surface is suppressed.

請求項5に係る発明は、請求項1から請求項4までのいずれかに記載の梁の接合構造において、 前記第2の梁には、前記第1の梁と接合する端面と上面との隅角部及び該端面と下面との隅角部に切り欠きが設けられ、 前記上部連結部材及び前記下部連結部材は、前記切り欠き内に配置されており、 該第2の梁の上部の前記切り欠き内から下部に設けられた前記切り欠きに向かって形成された第2の縦方向切削穴に第2の縦方向スクリュー部材がねじ込まれ、 前記梁受け連結部材は、前記第2の梁の一方の側面から他方の側面に向かって少なくとも一ヶ所に形成されたピン孔に挿入され、前記梁受け部材に形成された孔及び前記第2の縦方向スクリュー部材に設けられた貫通孔に挿通されたピンであるものとする。   According to a fifth aspect of the present invention, in the beam joining structure according to any one of the first to fourth aspects, the second beam has a corner between an end face and an upper face joined to the first beam. A notch is provided at a corner and a corner between the end face and the lower surface, and the upper connecting member and the lower connecting member are arranged in the notch, and the notch at an upper portion of the second beam is provided. A second vertical screw member is screwed into a second vertical cutting hole formed from the inside of the notch toward the notch provided at a lower portion, and the beam receiving connecting member is connected to one of the second beams. From the side surface to the other side surface, is inserted into a pin hole formed in at least one place, and is inserted into a hole formed in the beam receiving member and a through hole provided in the second vertical screw member. It shall be a pin.

この接合構造では、第2の梁の端部における上部と下部とに形成された切り欠きの間に第2の縦方向スクリュー部材をねじ込むことができる。したがって、第2の上部スクリュー部材及び第2の下部スクリュー部材並びに上部連結部材及び下部連結部材と干渉することなく、第2の梁の端部に第2の縦方向スクリュー部材をねじ込むことができる。そして、第2の梁の側面から挿入されるピンによって梁受け部材と第2の縦方向スクリュー部材とが連結され、梁受け部材を介して第1の梁と第2の梁との間でせん断力が有効に伝達される。   In this joint structure, the second longitudinal screw member can be screwed between the notches formed at the upper and lower portions at the end of the second beam. Therefore, the second vertical screw member can be screwed into the end of the second beam without interfering with the second upper screw member, the second lower screw member, and the upper connecting member and the lower connecting member. The beam receiving member and the second longitudinal screw member are connected by a pin inserted from a side surface of the second beam, and the first beam and the second beam are sheared between the first beam and the second beam via the beam receiving member. Power is transmitted effectively.

請求項6に係る発明は、請求項1から請求項4までのいずれかに記載の梁の接合構造において、 前記第1の梁と前記第2の梁とには、互いに接合する端面と上面との隅角部及び該端面と下面との隅角部に切り欠きが設けられ、 前記第1の上部スクリュー部材及び前記第1の下部スクリュー部材と、前記第2の上部スクリュー部材及び前記第2の下部スクリュー部材とは、前記切り欠き内から前記第1の梁又は前記第2の梁の軸線方向にねじ込まれており、 前記第1の縦方向スクリュー部材は、前記第1の梁の前記切り欠きが設けられた範囲よりも端面から離れた位置にねじ込まれ、 前記第2の梁には、該第2の梁の前記切り欠きが設けられた範囲よりも端面から離れた位置に上下方向の第2の縦方向切削穴が形成され、 前記第2の縦方向切削穴は、前記第2の上部切削穴又は第2の下部切削穴の少なくとも一方と交叉して連通するように設けられ、 前記第2の縦方向切削穴には、第2の梁の上面又は下面から第2の縦方向スクリュー部材がねじ込まれ、該第2の縦方向スクリュー部材は、その全長が交叉する前記第2の上部切削穴又は第2の下部切削穴を通過する位置までねじ込まれており、 前記梁受け連結部材は、前記第2の梁の一方の側面から他方の側面に向かって形成されたピン孔に挿入され、前記梁受け部材に形成された孔及び前記第2の縦方向スクリュー部材に設けられた貫通孔に挿通されたピンであるものとする。   The invention according to claim 6 is the beam joint structure according to any one of claims 1 to 4, wherein the first beam and the second beam have an end face and an upper face that are joined to each other. A notch is provided at a corner portion of the first upper screw member and the first lower screw member, and a second upper screw member and the second corner portion. The lower screw member is screwed in the axial direction of the first beam or the second beam from inside the notch, and the first vertical screw member is formed by cutting the notch of the first beam. Is screwed to a position farther from the end face than the range in which the notch is provided, and the second beam is vertically moved to a position farther from the end face than the range in which the notch of the second beam is provided. 2 vertical cutting holes are formed, and the second vertical cutting hole is formed. The direction cutting hole is provided so as to cross and communicate with at least one of the second upper cutting hole and the second lower cutting hole, and the second vertical cutting hole has an upper surface of a second beam. Alternatively, a second longitudinal screw member is screwed from the lower surface, and the second longitudinal screw member is screwed to a position passing through the second upper cutting hole or the second lower cutting hole whose entire length intersects. The beam receiving connecting member is inserted into a pin hole formed from one side surface to the other side surface of the second beam, and a hole formed in the beam receiving member and the second vertical It is assumed that the pin is a pin inserted into a through hole provided in the directional screw member.

この接合構造では、第1の梁と第2の梁とに接合端面に関して対称に切り欠きを設け、対称となる位置にそれぞれ3つのスクリュー部材をねじ込むことができる。したがって、接合部分に作用する曲げモーメント及びせん断力に対して第1の梁と第2の梁とがほぼ同等の耐力を有する構造とすることができる。   In this joint structure, the first beam and the second beam are provided with notches symmetrically with respect to the joint end face, and three screw members can be screwed into symmetrical positions. Therefore, it is possible to provide a structure in which the first beam and the second beam have substantially the same strength against the bending moment and the shear force acting on the joint.

以上説明したように、本発明の梁の接合構造では、接合された2つの梁の間で、曲げモーメント及びせん断力が伝達されるとともに、梁の端部に割れが生じにくい接合構造とすることができる。   As described above, the beam joint structure of the present invention has a joint structure in which the bending moment and the shear force are transmitted between the two joined beams, and the ends of the beams are not easily cracked. Can be.

本発明に係る梁の接合構造を適用して接合された梁の接合部を示す概略斜視図である。It is a schematic perspective view which shows the joint part of the beam joined by applying the joint structure of the beam which concerns on this invention. 図1に示す梁の接合部の構造であって本発明の一実施形態である接合構造の側面図である。FIG. 2 is a side view of a joint structure of the beam shown in FIG. 1, which is an embodiment of the present invention. 図2に示す梁の接合構造の断面図である。It is sectional drawing of the joining structure of the beam shown in FIG. 図2に示す梁の接合構造によって接合される第1の梁の接合端部を示す分解斜視図である。FIG. 3 is an exploded perspective view showing a joint end of a first beam joined by the joint structure of the beam shown in FIG. 2. 図2に示す梁の接合構造によって接合される第2の梁の接合端部を示す分解斜視図である。FIG. 3 is an exploded perspective view showing a joint end of a second beam joined by the joint structure of the beam shown in FIG. 2. 図2に示す梁の接合構造で用いられるスクリュー部材の側面図及び端面図である。FIG. 3 is a side view and an end view of a screw member used in the beam joint structure shown in FIG. 2. 図2に示す梁の接合構造で用いられる連結部材の上面図、正面図、底面図及び側面図である。FIG. 3 is a top view, a front view, a bottom view, and a side view of a connecting member used in the beam joint structure shown in FIG. 2. 図2に示す梁の接合構造で用いられる連結部材の他の例を示す正面図、底面図並びに該連結部材の一部を構成する偏心座金の上面図、正面図及び底面図である。FIG. 4 is a front view, a bottom view, and a top view, a front view, and a bottom view of an eccentric washer that forms another part of the connecting member used in the beam joining structure illustrated in FIG. 2. 図2に示す梁の接合構造で用いられる梁受け部材の上面図、正面図及び側面図である。FIG. 3 is a top view, a front view, and a side view of a beam receiving member used in the beam joining structure shown in FIG. 2. 図2に示す梁の接合構造で接合された第1の梁の上部の端面図である。FIG. 3 is an end view of an upper portion of a first beam joined by the beam joining structure shown in FIG. 2. 図2に示す梁の接合構造の平断面図である。FIG. 3 is a plan cross-sectional view of the beam joint structure shown in FIG. 2. 図2に示す梁の接合構造で第1の梁と第2の梁とを接合するときの状態を示す概略斜視図である。FIG. 3 is a schematic perspective view showing a state when a first beam and a second beam are joined in the beam joining structure shown in FIG. 2. 本発明の他の実施形態である梁の接合構造を示す側面図である。It is a side view which shows the joining structure of the beam which is other embodiment of this invention.

以下、本発明の実施の形態を図に基づいて説明する。
図1は、本発明に係る梁の接合構造を適用して接合された梁の接合部を示す概略斜視図である。図2は本発明の一実施形態である接合構造の側面図であり、図3は断面図である。また、図4及び図5は、図2に示す梁の接合構造によって接合されるそれぞれの梁の接合端部を示す分解斜視図である。
この接合構造は、第1の梁1と第2の梁2とを双方の端面を対向させて接合するものであり、双方の梁間で曲げモーメントを伝達するための曲げ伝達機構と、せん断力を伝達するためのせん断力伝達機構とを有するものである。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a schematic perspective view showing a joint portion of a beam joined by applying the joint structure of a beam according to the present invention. FIG. 2 is a side view of a joint structure according to an embodiment of the present invention, and FIG. 3 is a sectional view. FIGS. 4 and 5 are exploded perspective views showing joint ends of the beams joined by the joint structure of the beams shown in FIG.
This joint structure joins the first beam 1 and the second beam 2 with both end faces facing each other, and a bending transmission mechanism for transmitting a bending moment between both beams, and a shear force. And a shearing force transmitting mechanism for transmitting.

上記曲げ伝達機構は、双方の梁の接合部における上縁付近と下縁付近とにそれぞれ設けられており、上側の曲げ伝達機構は、第1の梁1の端面の上部から軸線方向にねじ込まれる第1の上部スクリュー部材11と、第2の梁2の端部に、軸線方向にねじ込まれた第2の上部スクリュー部材21と、これらを連結する上部連結部材31とを有するものである。また、下側の曲げ伝達機構も同じ構成を有するものであり、第1の梁1にねじ込まれた第1の下部スクリュー部材12と、第2の梁2の端部にねじ込まれた第2の下部スクリュー部材22と、これらを連結する下部連結部材32とを備えるものである。   The bending transmission mechanism is provided near the upper edge and the lower edge of the joint between the two beams, and the upper bending transmission mechanism is screwed in the axial direction from the upper end of the end face of the first beam 1. It has a first upper screw member 11, a second upper screw member 21 screwed in the axial direction at an end of the second beam 2, and an upper connecting member 31 for connecting these. The lower bending transmission mechanism also has the same configuration, and includes a first lower screw member 12 screwed into the first beam 1 and a second lower screw member 12 screwed into the end of the second beam 2. It comprises a lower screw member 22 and a lower connecting member 32 for connecting these.

第2の梁2には、端面と上面との隅角部及び端面と下面との隅角部に矩形の切り欠き2a,2bが形成されており、上記第2の上部スクリュー部材21及び第2の下部スクリュー部材22は上記切り欠き2a,2b内から第2の梁2の軸線方向にねじ込まれている。
また、第1の梁1にねじ込まれた第1の上部スクリュー部材11及び第1の下部スクリュー部材12は、上記第2の上部スクリュー部材21及び第2の下部スクリュー部材22と対向するように位置が設定されている。
2つの連結部材31,32は、2つの切り欠き2a,2b内にそれぞれ配置され、上部連結部材31は、第1の上部スクリュー部材11と第2の上部スクリュー部材21とに、下部連結部材32は、第1の下部スクリュー部材12と第2の下部スクリュー部材22とにボルト33で結合されている。
Rectangular notches 2a and 2b are formed in the second beam 2 at the corners between the end surface and the upper surface and at the corners between the end surface and the lower surface, and the second upper screw member 21 and the second The lower screw member 22 is screwed in the axial direction of the second beam 2 from inside the notches 2a and 2b.
Further, the first upper screw member 11 and the first lower screw member 12 screwed into the first beam 1 are positioned so as to face the second upper screw member 21 and the second lower screw member 22. Is set.
The two connecting members 31 and 32 are arranged in the two notches 2a and 2b, respectively. The upper connecting member 31 is connected to the first upper screw member 11 and the second upper screw member 21 and the lower connecting member 32. Are connected to the first lower screw member 12 and the second lower screw member 22 by bolts 33.

上記第1の上部スクリュー部材11及び第1の下部スクリュー部材12は、第1の梁1の端面の上部及び下部から軸線方向に第1の上部切削穴13及び第1の下部切削穴14を形成しておき、これらの切削穴13,14にねじ込まれたものである。また、第2の上部スクリュー部材21及び第2の下部スクリュー部材22は、第2の梁2に設けられた切り欠き2a,2b内の鉛直面から軸線方向に切削された第2の上部切削穴23及び第2の下部切削穴24にねじ込まれたものである。   The first upper screw member 11 and the first lower screw member 12 form a first upper cutting hole 13 and a first lower cutting hole 14 in the axial direction from the upper and lower portions of the end face of the first beam 1. In addition, it is screwed into these cutting holes 13 and 14. Further, the second upper screw member 21 and the second lower screw member 22 are provided with second upper cutting holes cut in the axial direction from the vertical planes in the notches 2 a and 2 b provided in the second beam 2. 23 and the second lower cutting hole 24.

上記第1の上部スクリュー部材11、第2の上部スクリュー部材21、第1の下部スクリュー部材12及び第2の下部スクリュー部材22は、同じものが使用されており、図6(a)及び図6(b)に示すように、金属の棒状の部材41の周面にらせん状の張り出し部42を備えるものである。一方の端面からは軸線方向にボルト穴43が形成されており、連結部材を結合するためのボルト33をねじ込むことができるものとなっている。また、上記ボルト穴43が形成された端面には、木質材からなる梁にねじ込むときに、回転力を付与するための工具を係止することができる溝44が形成されている。   The first upper screw member 11, the second upper screw member 21, the first lower screw member 12, and the second lower screw member 22 are the same as those shown in FIGS. As shown in (b), a helical projection 42 is provided on the peripheral surface of a metal rod-shaped member 41. A bolt hole 43 is formed in the axial direction from one end face, so that the bolt 33 for connecting the connecting member can be screwed. Further, a groove 44 is formed in the end face where the bolt hole 43 is formed so that a tool for applying a rotational force can be locked when screwing into a beam made of wood material.

上記連結部材31,32は、図7に示すように金属からなる箱状の部材であり、梁の端面と対向させる2つの端板部51,52とこれらを連結する側板部53とを有するものである。側板部53は、2つの端板部51,52の間の空間を一方向に開放するように設けられており、その背面部は湾曲した円筒曲面で閉じた形状となっている。2つの端板部51,52には、それぞれ貫通孔51a,52aが形成されており、図4及び図5に示すように、上記貫通孔に挿通したボルト33をスクリュー部材に設けられたボルト穴43にねじ込むことによって第1の上部スクリュー部材11と第2の上部スクリュー部材21と、及び第1の下部スクリュー部材12と第2の下部スクリュー部材22とが結合されるものである。   The connecting members 31 and 32 are box-shaped members made of metal as shown in FIG. 7, and include two end plate portions 51 and 52 facing the end surfaces of the beams and side plate portions 53 connecting these end portions. It is. The side plate portion 53 is provided so as to open the space between the two end plate portions 51 and 52 in one direction, and has a back surface closed by a curved cylindrical curved surface. Through holes 51a and 52a are formed in the two end plate portions 51 and 52, respectively. As shown in FIGS. 4 and 5, a bolt 33 inserted in the through hole is provided in a bolt hole provided in a screw member. The first upper screw member 11 and the second upper screw member 21 and the first lower screw member 12 and the second lower screw member 22 are connected by being screwed into the screw 43.

連結部材は、図7に示すものに代えて図8に示すものを用いることもできる。この連結金物36は、一方の端板部54に設けられた貫通孔54aの径が図7に示す連結部材33より大きくなっている。この貫通孔54aには、箱状となった連結部材36の内側から円形のプレート状の偏心座金55が嵌め合わされ、端板部54に対して周方向に回転が可能に係止されている。この偏心座金55にはボルト33を挿通することができる長孔55aが形成されており、この長孔55aは、円形の偏心座金55の中心から半径方向に長軸を有するものである。したがって、長孔55aに挿通されたボルト33は、偏心座金55の回転と長孔55a内の長軸方向の移動によって位置を調整することが可能となっている。   The connecting member shown in FIG. 8 may be used instead of the connecting member shown in FIG. In this connection metal fitting 36, the diameter of a through hole 54a provided in one end plate portion 54 is larger than that of the connection member 33 shown in FIG. A circular plate-shaped eccentric washer 55 is fitted into the through-hole 54a from the inside of the box-shaped connecting member 36, and is engaged with the end plate 54 so as to be rotatable in the circumferential direction. The eccentric washer 55 has a long hole 55a through which the bolt 33 can be inserted. The long hole 55a has a long axis in the radial direction from the center of the circular eccentric washer 55. Therefore, the position of the bolt 33 inserted in the long hole 55a can be adjusted by rotation of the eccentric washer 55 and movement in the long axis direction in the long hole 55a.

上記せん断伝達機構は、第1の梁1の端部に鉛直方向にねじ込まれた第1の縦方向スクリュー部材15と、第2の梁2の端部に鉛直方向にねじ込まれた第2の縦方向スクリュー部材25と、第1の梁1の端面に固定される梁受け部材である梁受け金物34とを備えている。   The shear transmission mechanism includes a first vertical screw member 15 vertically screwed into an end of the first beam 1 and a second vertical screw member vertically screwed into an end of the second beam 2. A direction screw member 25 and a beam receiving hardware 34 which is a beam receiving member fixed to the end surface of the first beam 1 are provided.

上記第1の縦方向スクリュー部材15と第2の縦方向スクリュー部材25とは、同じものが使用されており、図6(c)及び図6(d)に示すように金属の棒状の部材45の周面にらせん状の張り出し部46を備えるものである。これらの縦方向スクリュー部材15,25には、周面に軸線方向と直角となる方向のボルト孔47が所定間隔で複数形成されている。これらのボルト孔47は、内周面に雌ねじが形成され、梁受け金物34を第1の梁1に固定するためのボルト35をねじ込むことができるものである。また、上記ボルト孔47の他に、該縦方向スクリュー部材の軸線と直角方向であって上記ボルト孔47とも直角となる方向の貫通孔48が所定の間隔で複数形成されている。これらの貫通孔48は、第1の梁1又は第2の梁2に第1の縦方向スクリュー部材15又は第2の縦方向スクリュー部材25がねじ込まれたときに、これらの梁1,2の軸線と直角方向となるものである。そして、第1の梁1又は第2の梁2の一方の側面から他方の側面に貫通するピン16,26を挿通することができるものとなっている。
なお、第2の縦方向スクリュー部材25は、上記ボルト孔47が形成されていないものを使用することもできる。
The same first vertical screw member 15 and second vertical screw member 25 are used, and as shown in FIGS. 6C and 6D, a metal rod-shaped member 45 is used. Is provided with a helical overhang 46 on the peripheral surface thereof. In these vertical screw members 15 and 25, a plurality of bolt holes 47 are formed at predetermined intervals on the peripheral surface in a direction perpendicular to the axial direction. These bolt holes 47 are formed with internal threads on the inner peripheral surface, and can screw in bolts 35 for fixing the beam receiving hardware 34 to the first beam 1. In addition to the bolt holes 47, a plurality of through holes 48 are formed at predetermined intervals in a direction perpendicular to the axis of the vertical screw member and perpendicular to the bolt holes 47. When the first longitudinal screw member 15 or the second longitudinal screw member 25 is screwed into the first beam 1 or the second beam 2, these through holes 48 form the beams 1 and 2. It is perpendicular to the axis. Then, pins 16 and 26 penetrating from one side surface of the first beam 1 or the second beam 2 to the other side surface can be inserted.
It should be noted that the second vertical screw member 25 may be one in which the bolt hole 47 is not formed.

第1の縦方向スクリュー部材15は、図4に示すように、第1の梁1の端部にあらかじめ第1の縦方向切削孔17を形成しておき、この第1の縦方向切削孔17にねじ込まれたものである。第1の縦方向切削孔17は鉛直方向に貫通するものであり、第1の梁1の断面の幅方向におけるほぼ中央に形成されている。そして、第1の梁1の幅方向のほぼ中央に設けられた第1の上部切削穴13及び第1の下部切削穴14と交叉し、互いに連通するものである。   As shown in FIG. 4, the first longitudinal screw member 15 has a first longitudinal cutting hole 17 formed in advance at an end of the first beam 1 and the first longitudinal cutting hole 17. It is screwed into. The first vertical cutting hole 17 penetrates in the vertical direction, and is formed substantially at the center of the cross section of the first beam 1 in the width direction. The first beam 1 intersects with the first upper cutting hole 13 and the first lower cutting hole 14 provided substantially at the center in the width direction, and communicates with each other.

第1の縦方向スクリュー部材15は、第1の梁1の上面又は下面から第1の縦方向切削穴17にねじ込まれ、全長が第1の上部切削穴13又は第1の下部切削穴14を通過する位置までねじ込まれている。したがって、第1の縦方向スクリュー部材15をねじ込んだ後には交叉する第1の上部切削穴13又は第1の下部切削穴14は第1の縦方向スクリュー部材15によって閉塞されることなく開放された状態となっている。したがって、その後に第1の上部スクリュー部材11及び第1の下部スクリュー部材12をねじ込むことができる。
第1の梁1にねじ込まれた第1の縦方向スクリュー部材11は、周面に形成されたボルト孔47の軸線が第1の梁1の端面と直角となり、周面に形成された貫通孔48の軸線は第1の梁1の側面と直角となる位置に設定されている。
The first vertical screw member 15 is screwed into the first vertical cutting hole 17 from the upper surface or the lower surface of the first beam 1, and has a total length of the first upper cutting hole 13 or the first lower cutting hole 14. It is screwed up to the position where it passes. Therefore, after the first longitudinal screw member 15 is screwed in, the first upper cutting hole 13 or the first lower cutting hole 14 that intersects is opened without being closed by the first longitudinal screw member 15. It is in a state. Therefore, the first upper screw member 11 and the first lower screw member 12 can be screwed thereafter.
The first longitudinal screw member 11 screwed into the first beam 1 has a through hole formed in the peripheral surface, with the axis of the bolt hole 47 formed in the peripheral surface being perpendicular to the end surface of the first beam 1. The axis 48 is set at a position perpendicular to the side surface of the first beam 1.

一方、第2の梁2の端部には、図5に示すように上部の切り欠き2a内の水平な面から下側の切り欠き2b内に貫通する第2の縦方向切削孔27が形成され、第2の縦方向スクリュー部材27がこの第2の縦方向切削孔27にねじ込まれている。この第2の縦方向スクリュー部材27は、周面に形成された貫通孔48の軸線が第2の梁2の側面と直角となるようにねじ込まれる。   On the other hand, at the end of the second beam 2, as shown in FIG. 5, a second vertical cutting hole 27 penetrating from a horizontal surface in the upper notch 2a to the lower notch 2b is formed. A second vertical screw member 27 is screwed into the second vertical cutting hole 27. The second vertical screw member 27 is screwed so that the axis of the through hole 48 formed in the peripheral surface is perpendicular to the side surface of the second beam 2.

上記梁受け金物34は、鋼板を加工した部材であり、図9に示すように第1の梁1の端面に当接される基板部61と、ほぼ矩形となった基板部61の両側縁から直角方向に張り出した2つの張出板部62とを有するものである。
基板部61には梁受け金物34を固定するためのボルト35を挿通する複数の孔61bが形成され、その周囲がプレス加工によって第1の梁に当接される側に突き出した凸部61aとなっている。この凸部61aは、第1の梁1の端面に形成された凹部1aに嵌め入れられるものであり、凸部61aが突き出した部分の裏側の凹状となって部分には、梁受け金物34を固定するためのボルト35の頭部が収容される。
張出板部62には、梁受け金物34と第2の梁2とを結合するためのピン26を挿通する複数の孔63が設けられている。
The beam receiving hardware 34 is a member formed by processing a steel plate. As shown in FIG. 9, the substrate portion 61 abutting on the end face of the first beam 1 and the side edges of the substantially rectangular substrate portion 61 are formed. And two projecting plate portions 62 projecting in the right angle direction.
A plurality of holes 61b through which bolts 35 for fixing the beam receiving hardware 34 are inserted are formed in the substrate portion 61, and the periphery of the plurality of holes 61b is formed by pressing a convex portion 61a protruding to the side in contact with the first beam. Has become. The convex portion 61a is fitted into a concave portion 1a formed on the end surface of the first beam 1, and has a concave shape on the back side of a portion where the convex portion 61a protrudes. The head of the bolt 35 for fixing is accommodated.
The overhang plate portion 62 is provided with a plurality of holes 63 through which the pins 26 for connecting the beam receiving hardware 34 and the second beam 2 are inserted.

この梁受け金物34は、図4に示すように第1の縦方向スクリュー部材15に形成されたボルト孔47に先端部がねじ込まれるボルト35によって第1の梁1に固定されている。このボルト35は、基板部61に形成された孔61bに挿通され、第1の梁1に形成された穴1bから第1の縦方向スクリュー部材のボルト孔47にねじ込まれ、梁受け金物34を第1の梁の端面に締め付けるものである。
なお、本実施の形態では、図9に示す梁受け金物34を上下に2つを並べて使用している。
As shown in FIG. 4, the beam receiving hardware 34 is fixed to the first beam 1 by a bolt 35 whose tip is screwed into a bolt hole 47 formed in the first vertical screw member 15. The bolt 35 is inserted into a hole 61b formed in the substrate portion 61, and is screwed from a hole 1b formed in the first beam 1 into a bolt hole 47 of a first vertical screw member, and the beam receiving hardware 34 is moved. It is to be fastened to the end face of the first beam.
In the present embodiment, two beam receiving hardwares 34 shown in FIG. 9 are arranged vertically.

一方、第2の梁2には、図5に示すように端部の上側の切り欠きから下側の切り欠きまでの範囲で、ねじ込まれた第2の縦方向スクリュー部材25と両側面との間に、2つのスリット2cが形成されている。これらのスリット2cは、第2の梁2の側面と平行に形成され、双方の位置は上記梁受け金物34の2つの張出板部62の間隔と対応するものとなっている。また、第2の梁2の端部には、一方の側面から他方の側面に至る複数のピン孔2dが形成されている。これらのピン孔2dは、第2の梁2にねじ込まれた第2の縦方向スクリュー部材25の貫通孔48の位置に対応している。   On the other hand, in the second beam 2, as shown in FIG. 5, the second longitudinal screw member 25 screwed into the second beam 2 and the two side surfaces in the range from the upper cutout to the lower cutout at the end. Two slits 2c are formed between them. These slits 2 c are formed in parallel with the side surfaces of the second beam 2, and their positions correspond to the distance between the two overhanging plate portions 62 of the beam receiving hardware 34. At the end of the second beam 2, a plurality of pin holes 2d extending from one side surface to the other side surface are formed. These pin holes 2 d correspond to the positions of the through holes 48 of the second vertical screw member 25 screwed into the second beam 2.

上記梁受け金物34の張出板部62は、第2の梁2に形成されたスリット2c内に挿入され、第2の梁2の一方の側面から挿入された複数のピン26が、梁受け金物34の張出板部62に設けられた孔63及び第2の縦方向スクリュー部材25の貫通孔48に挿通される。これにより、第2の梁2は梁受け金物34を介して第1の梁1と接合される。
なお、上記ピン26は、本発明の梁受け連結部材に相当するものである。これらのピンの数は、接合部に作用するせん断力の大きさ等を考慮して適宜に定めることができるものであり、少なくとも一箇所に設けられる。また、これらのピンは第2の梁2の上面又は下面に近い位置に使用するのが望ましい。
The overhang plate portion 62 of the beam receiving hardware 34 is inserted into a slit 2 c formed in the second beam 2, and the plurality of pins 26 inserted from one side surface of the second beam 2 receive the beam 26. It is inserted through a hole 63 provided in the overhanging plate portion 62 of the hardware 34 and a through hole 48 of the second vertical screw member 25. As a result, the second beam 2 is joined to the first beam 1 via the beam receiving hardware 34.
The pin 26 corresponds to the beam receiving connecting member of the present invention. The number of these pins can be appropriately determined in consideration of the magnitude of the shearing force acting on the joint portion, and is provided at at least one position. Further, it is desirable to use these pins at positions near the upper surface or the lower surface of the second beam 2.

上記曲げ伝達機構及びせん断伝達機構を接合する2つの梁の接合部に設けることにより、接合する2つの梁の端部には割れが生じやすくなるが、これを抑えるために長ビスが用いられる。図10及び図11は、第1の梁1にねじ込まれた長ビスの位置を示す図であって、図10は図2中に示すA−A線における矢視図であり、図11は図2中に示すB−B線における断面図である。
曲げ伝達機構を構成する第1及び第2の上部スクリュー部材並びに第1及び第2の下部スクリュー部材は、それぞれ梁の上面または下面付近で軸線方向に配置されるので、これらのスクリュー部材の周辺部に、梁の木目に沿った方向の割れが生じ易くなる。これを抑えるために第1の梁1には、図10に示すように、上面から下方に向けて第1の上部スクリュー部材11と両側面との間に縦方向長ビス18がねじ込まれている。これらの縦方向長ビス18は、先端が第1の上部スクリュー部材11の側方を通過し、第1の上部スクリュー部材11より下側となる位置まで到達するものである。また、第1の下部スクリュー部材12の両側方にも同様に第1の梁1の下面から上方に向けて縦方向長ビス18がねじ込まれ、先端が第1の下部スクリュー部材12より上方となる位置まで到達している。
さらに、図2及び図3に示すように、第2の梁2にも第2の上部スクリュー部材21の両側に第2の梁2の上面から下方に向けて縦方向長ビス28がねじ込まれている。また、第2の下部スクリュー部材22の両側にも第2の梁2の下面から上方に向けて縦方向長ビス18が第2の下部スクリュー部材22より上方に先端が到達するまでねじ込まれている。
By providing the bending transmission mechanism and the shear transmission mechanism at the joint of the two beams that join, the ends of the two beams to be joined tend to crack, but a long screw is used to suppress this. 10 and 11 are views showing the position of a long screw screwed into the first beam 1, FIG. 10 is a view taken along the line AA shown in FIG. 2, and FIG. It is sectional drawing in the BB line shown in FIG.
The first and second upper screw members and the first and second lower screw members constituting the bending transmission mechanism are arranged in the axial direction near the upper surface or the lower surface of the beam, respectively. In addition, cracks tend to occur in the direction along the grain of the beam. In order to suppress this, a longitudinally long screw 18 is screwed into the first beam 1 between the first upper screw member 11 and both side surfaces downward from the upper surface, as shown in FIG. . These longitudinally elongated screws 18 have their tips passing through the side of the first upper screw member 11 and reach a position below the first upper screw member 11. Similarly, longitudinally long screws 18 are screwed upward from the lower surface of the first beam 1 on both sides of the first lower screw member 12, and the tip is located above the first lower screw member 12. Position has been reached.
Further, as shown in FIGS. 2 and 3, the longitudinal long screw 28 is screwed into the second beam 2 on both sides of the second upper screw member 21 from the upper surface of the second beam 2 downward. I have. In addition, longitudinally long screws 18 are screwed into the both sides of the second lower screw member 22 upward from the lower surface of the second beam 2 until the leading ends reach above the second lower screw member 22. .

一方、第1の梁1には、図10に示すように、該第1の梁1の上面付近に一方の側面から他方の側面に向かって第1の横方向長ビス19aがねじ込まれている。この第1の横方向長ビス19aは、図2に示すように第1の縦方向切削孔17と端面との間にねじ込まれ、先端が第1の縦方向スクリュー部材15の側方を通過して他方の側面近くにまで達している。第1の縦方向切削孔17が第1の上部切削穴13と交叉するように形成されていることにより、上面付近で縦方向の割れが生じ易くなるのを抑えるものである。   On the other hand, as shown in FIG. 10, a first long transverse screw 19a is screwed into the first beam 1 near the upper surface of the first beam 1 from one side to the other side. . As shown in FIG. 2, the first long screw 19 a is screwed between the first vertical cutting hole 17 and the end face, and the tip passes through the side of the first vertical screw member 15. To the other side. Since the first vertical cutting holes 17 are formed so as to intersect with the first upper cutting holes 13, it is possible to suppress the occurrence of vertical cracks near the upper surface.

また、第1の横方向長ビス19aの下方には、図2及び図10に示すように第2の横方向長ビス19bがねじ込まれている。この第2の横方向長ビス19bは、図11に示すように第1の梁1にねじ込まれた第1の縦方向スクリュー部材15と第1の梁1の端面との間にねじ込まれている。そして、第1の横方向長ビス19aと同様に、一方の側面から他方の側面に向かってねじ込まれ、先端が第1の縦方向スクリュー部材15の側方を通過する位置にまで達している。この第2の横方向長ビス19bは、第1の梁1の端部に曲げモーメントによる縦方向の割れが生じるのを抑制するものである。つまり、2つの梁1,2の接合部に曲げモーメントが作用することにともない、梁受け金物34から第1の縦方向スクリュー部材15を端面側に引き出そうとする力が作用し、この力による割れを防ごうとするものである。   Further, a second long screw 19b is screwed below the first long screw 19a as shown in FIGS. The second long screw 19b is screwed between the first vertical screw member 15 screwed into the first beam 1 and the end face of the first beam 1 as shown in FIG. . Then, similarly to the first long screw 19a in the horizontal direction, the screw is screwed from one side surface to the other side surface, and the tip reaches a position passing the side of the first vertical screw member 15. The second laterally long screw 19b suppresses the occurrence of a vertical crack due to a bending moment at the end of the first beam 1. That is, when a bending moment acts on the joint between the two beams 1 and 2, a force acts to pull out the first longitudinal screw member 15 from the beam receiving hardware 34 to the end face side, and the crack caused by this force is generated. It is to try to prevent.

上記第1の横方向長ビス19a及び第2の横方向長ビス19bは、図2に示すように第1の梁1の下部にも同様にねじ込まれており、第1の横方向長ビス19aが第1の梁1の下面と第1の下部スクリュー部材12との間、第2の横方向長ビス19bが第1の縦方向スクリュー部材15の下部と端面との間にねじ込まれている。
なお、本実施の形態では、第2の梁2には横方向の長ビスは設けられていない。これは、第2の梁では第2の上部切削穴23又は第2の下部切削穴24が第2の縦方向切削孔27と交叉しない点、及び第2の縦方向スクリュー部材25には、第2の梁2の側面から挿入された複数のピン26が貫通している点によって、縦方向の割れに対して第1の梁1より大きな抵抗力を備えていることを考慮したものである。ただし、必要に応じて第2の梁2にも横方向長ビスを使用することもできる。
また、第1の梁1及び第2の梁にねじ込まれる縦方向長ビス、横方向長ビスの本数及びねじ込む位置は、上記の実施形態に限定されるものではなく適宜に設定することができる。
The first lateral long screw 19a and the second lateral long screw 19b are similarly screwed into the lower portion of the first beam 1 as shown in FIG. Is screwed between the lower surface of the first beam 1 and the first lower screw member 12, and the second long screw 19 b is screwed between the lower portion of the first vertical screw member 15 and the end face.
In this embodiment, the second beam 2 is not provided with a long screw in the lateral direction. This is because, in the second beam, the second upper cutting hole 23 or the second lower cutting hole 24 does not intersect with the second vertical cutting hole 27, and the second vertical screw member 25 has The fact that the plurality of pins 26 inserted from the side surfaces of the second beam 2 penetrate has a greater resistance to vertical cracks than the first beam 1. However, if necessary, a laterally long screw can be used for the second beam 2.
Further, the numbers of the longitudinally long screws and the laterally long screws screwed into the first beam 1 and the second beam and the screwing positions are not limited to the above-described embodiment, but can be set appropriately.

さらに第1の梁1には、図4に示すように側面の上部及び下部に、一方の側面から他方の側面に向かって形成されたピン孔1dにピン16が挿入され、第1の縦方向スクリュー部材15に設けられた貫通孔48に挿通されている。このピン16は、2つの梁の接合部に作用する曲げモーメントによって第1の縦方向スクリュー部材15を端面側に引き出そうとする力が作用したときに、第1の縦方向スクリュー部材15の両側に張り出した部分が第1の梁1の木質材に当接され、第1の縦方向スクリュー部材15に作用する上記力に抵抗する。これにより、第1の梁の端部に縦方向の割れが生じるのを抑制する効果を有するものである。なお、上記ピン16を設ける本数、位置等は、2つの梁の接合部に作用する断面力等を考慮して任意に定めることができるものであるが、第1の梁1の上面に近い位置又は下面に近い位置に設けるのが望ましい。   Further, as shown in FIG. 4, a pin 16 is inserted into a pin hole 1d formed from one side to the other side of the first beam 1 as shown in FIG. It is inserted through a through hole 48 provided in the screw member 15. This pin 16 is provided on both sides of the first longitudinal screw member 15 when a force is applied to pull out the first longitudinal screw member 15 to the end face side by a bending moment acting on the joint of the two beams. The overhanging portion abuts the wood material of the first beam 1 and resists the above-mentioned force acting on the first longitudinal screw member 15. This has the effect of suppressing the occurrence of a vertical crack at the end of the first beam. The number, position, and the like of the pins 16 can be arbitrarily determined in consideration of the sectional force acting on the joint between the two beams, but the position near the upper surface of the first beam 1 can be determined. Alternatively, it is desirable to provide it at a position near the lower surface.

上記梁の接合構造による2つの梁の接合は、次のように行うことができる。
まず、接合する第1の梁1及び第2の梁2の端部に加工を行う。第1の梁1には第1の上部切削穴13、第1の下部切削穴14及び第1の縦方向切削孔17を形成し、スクリュー部材のらせん状の張り出し部が嵌め入れられるらせん状の溝を切削する。そして、端面の凹部1a、凹部内から第1の縦方向切削孔17に通じる穴1b及び側面からピンを挿入するピン孔1dを形成する。
第1の縦方向スクリュー部材15は、上面からねじ込むときには第1の上部スクリュー部材11よりも先にねじ込むものとし、上面から全長が第1の上部切削穴13を通過する位置にまでねじ込む。第1の下部スクリュー部材12は、第1の縦方向スクリュー部材15をねじ込む前、又はねじ込んだ後にねじ込むことができる。また、下面から第1の縦方向スクリュー部材15をねじ込むときには、第1の下部スクリュー部材12をねじ込む前にねじ込むものとする。
The joining of the two beams by the joining structure of the beams can be performed as follows.
First, the ends of the first beam 1 and the second beam 2 to be joined are processed. A first upper cutting hole 13, a first lower cutting hole 14, and a first vertical cutting hole 17 are formed in the first beam 1, and a helical bulge of a screw member is fitted therein. Cut the groove. Then, a concave portion 1a on the end face, a hole 1b communicating with the first longitudinal cutting hole 17 from inside the concave portion, and a pin hole 1d for inserting a pin from the side surface are formed.
The first vertical screw member 15 is screwed before the first upper screw member 11 when screwing from the upper surface, and is screwed from the upper surface to a position where the entire length passes through the first upper cutting hole 13. The first lower screw member 12 can be screwed before or after the first longitudinal screw member 15 is screwed. When screwing the first vertical screw member 15 from the lower surface, the screw is screwed before the first lower screw member 12 is screwed.

その後、図4に示すように第1の梁1の端面には、先端が第1の縦方向スクリュー部材11のボルト孔47にねじ込まれるボルトによって梁受け金物34を固定する。また、第1の下部スクリュー部材12の端面に形成されたボルト穴43にねじ込まれるボルト33によって下部連結部材32を第1の梁1の端面の下部に固定する。   Thereafter, as shown in FIG. 4, the beam receiving hardware 34 is fixed to the end face of the first beam 1 by a bolt whose tip is screwed into a bolt hole 47 of the first vertical screw member 11. Further, the lower connecting member 32 is fixed to a lower portion of the end face of the first beam 1 by a bolt 33 screwed into a bolt hole 43 formed in the end face of the first lower screw member 12.

一方、第2の梁2は、図5に示すように端部の上部及び下部に切り欠き2a,2bを設けるとともに、2つのスリット2cを形成する。また、側面からピン26を挿入するピン孔2dを形成する。そして、第2の上部切削穴23、第2の下部切削穴24及び第2の縦方向切削穴27を形成し、第2の上部スクリュー部材21、第2の下部スクリュー部材22及び第2の縦方向スクリュー部材25をねじ込む。第2の上部スクリュー部材21には、端面に形成されたボルト穴43にねじ込まれるボルト33によって上部連結部材31を固定する。一方の側面から他方の側面に向けて穿孔されたピン孔2dには、最上部のピン孔のみにピンを挿入しておく。   On the other hand, as shown in FIG. 5, the second beam 2 has notches 2a and 2b at the upper and lower ends, and also has two slits 2c. Further, a pin hole 2d for inserting the pin 26 from the side is formed. Then, a second upper cutting hole 23, a second lower cutting hole 24, and a second vertical cutting hole 27 are formed, and the second upper screw member 21, the second lower screw member 22, and the second vertical screw hole 22 are formed. The direction screw member 25 is screwed. The upper connection member 31 is fixed to the second upper screw member 21 by a bolt 33 screwed into a bolt hole 43 formed on the end surface. In the pin hole 2d drilled from one side to the other side, a pin is inserted only into the uppermost pin hole.

上部連結部材31が固定された第2の梁2は、図11に示すように梁受け金物34及び下部連結部材32が固定された第1の梁1の上方に支持し、第1の梁1の端面の直上に第2の梁2の端面の位置を合わせて、第2の梁2を下降させる。第1の梁1に固定された梁受け金物34の張出板部62は第2の梁2に形成されたスリット2c内に収容され、第2の梁2の側面から最上部のピン孔2dに挿入されたピン26が張出板部の上部に設けられたピン受け部64に係止される。このピン26によって第2の梁2は第1の梁1と軸線を一致させた状態で仮支持される。その後、第2の梁2の側面から複数のピン26を挿入し、梁受け金物34と第2の梁2を連結するとともに、第2の上部スクリュー部材21に固定された上部連結部材31をボルト33によって第1の上部スクリュー部材11と結合する。また、第1の下部スクリュー部材12に固定された下部連結部材32はボルトによって第2の下部スクリュー部材22に結合して、2つの梁の接合を完了する。   The second beam 2 to which the upper connection member 31 is fixed is supported above the first beam 1 to which the beam receiving hardware 34 and the lower connection member 32 are fixed as shown in FIG. The second beam 2 is lowered by aligning the position of the end surface of the second beam 2 immediately above the end surface of the second beam 2. The overhanging plate portion 62 of the beam receiving hardware 34 fixed to the first beam 1 is housed in a slit 2c formed in the second beam 2, and the uppermost pin hole 2d from the side surface of the second beam 2 The pin 26 inserted into the overhang is locked by a pin receiving portion 64 provided on the upper portion of the overhang plate portion. The second beam 2 is temporarily supported by the pins 26 in a state where the axis is aligned with the first beam 1. After that, a plurality of pins 26 are inserted from the side surfaces of the second beam 2 to connect the beam receiving hardware 34 and the second beam 2, and the upper connecting member 31 fixed to the second upper screw member 21 is bolted. 33 couples with the first upper screw member 11. In addition, the lower connecting member 32 fixed to the first lower screw member 12 is connected to the second lower screw member 22 by a bolt, thereby completing the joining of the two beams.

このような梁の接合構造では、第1の梁1にねじ込まれた第1の上部スクリュー部材11から上部連結部材31を介して第2の梁2にねじ込まれた第2の上部スクリュー部材21に、双方の梁の軸線方向の引張力または圧縮力が伝達される。また、同様に第1の梁1にねじ込まれた第1の下部スクリュー部材12から下部連結部材32を介して第2の梁2にねじ込まれた第2の下部スクリュー部材22に、引張力または圧縮力が伝達される。これにより双方の梁間で曲げモーメントが伝達される。そして、第1の梁1にねじ込まれた第1の縦方向スクリュー部材15から梁受け金物34を介して第2の梁2にねじ込まれた第2の縦方向スクリュー部材25にせん断力が伝達される。
また、第1の梁1の上面及び下面からねじ込まれた縦方向長ビス18,28及び第1の梁の側面からねじ込まれた横方向長ビス19a,19bによって第1の梁1及び第2の第2の梁の端部に割れが生じるのが抑制される。
In such a beam joining structure, from the first upper screw member 11 screwed into the first beam 1 to the second upper screw member 21 screwed into the second beam 2 via the upper connecting member 31. The axial tensile or compressive force of both beams is transmitted. Similarly, a tensile force or a compression force is applied from the first lower screw member 12 screwed to the first beam 1 to the second lower screw member 22 screwed to the second beam 2 via the lower connecting member 32. Power is transmitted. Thereby, a bending moment is transmitted between both beams. Then, the shearing force is transmitted from the first vertical screw member 15 screwed into the first beam 1 to the second vertical screw member 25 screwed into the second beam 2 via the beam receiving hardware 34. You.
In addition, the first beam 1 and the second beam are screwed by longitudinal long screws 18 and 28 screwed from the upper and lower surfaces of the first beam 1 and lateral long screws 19a and 19b screwed from the side surfaces of the first beam. Cracking at the end of the second beam is suppressed.

図11は、本発明の他の実施形態である梁の接合構造を示す側面図である。
この接合構造では、図2及び図3に示す接合構造で用いられているものと同じ第1の上部スクリュー部材71、第1の下部スクリュー部材72、第2の上部スクリュー部材81、第2の下部スクリュー部材82、上部連結部材91及び下部連結部材92が用いられている。そして、第1の梁3にねじ込まれた第1の上部スクリュー部材71及び第1の下部スクリュー部材72から上部連結部材91及び下部連結部材92を介して第2の梁4にねじ込まれた第2の上部スクリュー部材81及び第2の下部スクリュー部材82に引張力又は圧縮力が伝達されるものとなっている。また、第1の梁3にねじ込まれた第1の縦方向スクリュー部材73及び第2の梁4にねじ込まれた第2の縦方向スクリュー部材83も図2及び図3に示す接合構造と同じものが用いられており、梁受け金物93を介してせん断力を第1の梁3と第2の梁4との間で伝達するものとなっている。
FIG. 11 is a side view showing a beam joint structure according to another embodiment of the present invention.
In this joint structure, a first upper screw member 71, a first lower screw member 72, a second upper screw member 81, and a second lower screw member which are the same as those used in the joint structure shown in FIGS. The screw member 82, the upper connecting member 91, and the lower connecting member 92 are used. Then, the second screw 4 screwed into the second beam 4 from the first upper screw member 71 and the first lower screw member 72 screwed into the first beam 3 via the upper connecting member 91 and the lower connecting member 92. A tensile force or a compressive force is transmitted to the upper screw member 81 and the second lower screw member 82. Further, the first vertical screw member 73 screwed into the first beam 3 and the second vertical screw member 83 screwed into the second beam 4 are also the same as the joint structure shown in FIGS. Is used to transmit the shearing force between the first beam 3 and the second beam 4 via the beam receiving hardware 93.

一方、この接合構造では、第1の梁3と第2の梁4との双方に、上面と端面との隅角部及び下面と端面との隅角部に切り欠きが設けられている。第1の上部スクリュー部材71、第1の下部スクリュー部材72、第2の上部スクリュー部材81及び第2の下部スクリュー部材82は、いずれも切り欠き内の鉛直面から第1の梁3又は第2の梁4の軸線方向にねじ込まれている。したがって、第1の梁3と第2の梁4とが端面を突き合わせるように接合されたときに、上部連結部材91及び下部連結部材92は双方に設けられた切り欠き内にわたって配置されるものとなっている。   On the other hand, in this joint structure, both the first beam 3 and the second beam 4 are provided with cutouts at the corner between the upper surface and the end surface and at the corner between the lower surface and the end surface. The first upper screw member 71, the first lower screw member 72, the second upper screw member 81, and the second lower screw member 82 are each formed from the first beam 3 or the second beam 3 from the vertical plane in the notch. The beam 4 is screwed in the axial direction. Therefore, when the first beam 3 and the second beam 4 are joined so that their end faces abut each other, the upper connecting member 91 and the lower connecting member 92 are arranged over the cutouts provided on both sides. It has become.

第1の梁3は、端部に上記切り欠きが設けられるのにともない、第1の縦方向切削孔76は、切り欠きの軸線方向の寸法より端面から離れた位置に形成される。この第1の縦方向切削孔76は、第1の上部切削穴74及び第1の下部切削穴75と交叉するものであり、第1の縦方向スクリュー部材73は第1の上部スクリュー部材71又は第1の下部スクリュー部材72に先行してねじ込まれるものとなっている。
また、第2の梁4も同様に第2の縦方向切削孔86は、切り欠きの軸線方向の寸法より端面から離れた位置に形成され、第2の上部切削穴84及び第2の下部切削穴85と交叉する。したがって、第2の縦方向スクリュー部材83は第2の上部スクリュー部材81又は第2の下部スクリュー部材82に先行してねじ込まれるものである。
As the notch is provided at the end of the first beam 3, the first vertical cutting hole 76 is formed at a position farther from the end face than the axial dimension of the notch. The first vertical cutting hole 76 intersects the first upper cutting hole 74 and the first lower cutting hole 75, and the first vertical screw member 73 is connected to the first upper screw member 71 or The first lower screw member 72 is screwed in advance.
Similarly, in the second beam 4, the second vertical cutting hole 86 is formed at a position farther from the end face than the axial size of the notch, and the second upper cutting hole 84 and the second lower cutting hole 86 are formed. Crosses with hole 85. Therefore, the second vertical screw member 83 is screwed prior to the second upper screw member 81 or the second lower screw member 82.

梁受け金物93は、図2及び図3に示す接合構造と同様に第1の梁3に固定され、第2の梁4に結合されるものである。ただし、第1の縦方向スクリュー部材73及び第2の縦方向スクリュー部材83が端面より離れた位置にねじ込まれているのに対応して、梁受け金物93を固定するボルト94は図2に示す接合構造で用いられるものより長くなっており、梁受け金物93の張出板部の張り出し長も大きくなっている。
また、縦方向長ビス77,87は、図2及び図3に示す接合構造と同様に用いられ、横方向長ビス78,88は第1の梁3のみではなく第2の梁4でも用いられ、梁を構成する木質材の割れを抑制するものとなっている。
The beam receiving hardware 93 is fixed to the first beam 3 and connected to the second beam 4 in the same manner as in the joining structure shown in FIGS. 2 and 3. However, the bolts 94 for fixing the beam receiving hardware 93 are shown in FIG. 2 corresponding to the fact that the first vertical screw member 73 and the second vertical screw member 83 are screwed into positions away from the end faces. It is longer than that used in the joint structure, and the overhang length of the overhang plate portion of the beam receiving hardware 93 is also large.
The longitudinal long screws 77 and 87 are used in the same manner as the joint structure shown in FIGS. 2 and 3, and the lateral long screws 78 and 88 are used not only in the first beam 3 but also in the second beam 4. In addition, cracking of the wooden material constituting the beam is suppressed.

このような梁の接合構造でも、接合する双方の梁間で曲げモーメント及びせん断力が伝達されるとともに、双方の梁を構成する木質材の割れが有効に抑制される。   Even in such a joint structure of beams, a bending moment and a shear force are transmitted between both beams to be joined, and cracks of the wood material constituting both beams are effectively suppressed.

以上に説明した梁の接合構造は本発明の実施の形態であり、本発明は上記実施の形態に限定されるものではなく、本発明の範囲内で部材の寸法、形状、数等を適宜に変更して実施することができるものである。   The joint structure of the beams described above is an embodiment of the present invention, and the present invention is not limited to the above embodiment, and the dimensions, shape, number, etc. of the members may be appropriately adjusted within the scope of the present invention. It can be changed and implemented.

1:第1の梁, 1a:凹部, 1b:梁受け金物を固定するボルトが挿入される穴, 1d:ピン孔, 2:第2の梁, 2a:上部の切り欠き, 2b:下部の切り欠き, 2c:スリット, 2d:ピン孔,3:第1の梁, 4:第2の梁,
11:第1の上部スクリュー部材, 12:第1の下部スクリュー部材, 13:第1の上部切削穴, 14:第1の下部切削穴, 15:第1の縦方向スクリュー部材, 16:ピン, 17:第1の縦方向切削孔, 18:縦方向長ビス, 19a:第1の横方向長ビス, 19b:第2の横方向長ビス,
21:第2の上部スクリュー部材, 22:第2の下部スクリュー部材, 23:第2の上部切削穴, 24:第2の下部切削穴, 25:第2の縦方向スクリュー部材, 26:ピン, 27:第2の縦方向切削孔, 28:縦方向長ビス,
31:上部連結部材, 32:下部連結部材, 33:ボルト, 34:梁受け金物, 35:ボルト, ,36:連結部材,
41:金属の棒状の部材, 42:らせん状の張り出し部, 43:ボルト穴, 44:溝, 45:金属の棒状の部材, 46:らせん状の張り出し部, 47:ボルト孔, 48:貫通孔, 49:溝,
51,52:連結部材の端板部, 51a,52a:端板部に設けられた貫通孔, 53:連結部材の側板部, 54:端板部, 54a:偏心座金が嵌め入れられる貫通孔, 55:偏心座金, 55a:長孔,
61:基板部, 61a:基板部に設けられた凸部, 61b:ボルトを挿通する孔, 62:張出板部, 63:ピンを挿通する孔, 64:ピン受け部,
71:第1の上部スクリュー部材, 72:第1の下部スクリュー部材, 73:第1の縦方向スクリュー部材, 74:第1の上部切削穴, 75:第1の下部切削穴, 76:,第1の縦方向切削穴 77:縦方向長ビス, 78:横方向長ビス,
81:第2の上部スクリュー部材, 82:第2の下部スクリュー部材, 83:第2の縦方向スクリュー部材, 84:第2の上部切削穴, 85:第2の下部切削穴, 86:,第2の縦方向切削穴, 87:縦方向長ビス, 88:横方向長ビス,
91:上部連結部材, 92:下部連結部材, 93:梁受け金物, 94:ボルト
1: 1st beam, 1a: concave portion, 1b: hole into which bolt for fixing beam receiving hardware is inserted, 1d: pin hole, 2: second beam, 2a: upper cutout, 2b: lower cutout Chip, 2c: slit, 2d: pin hole, 3: first beam, 4: second beam,
11: first upper screw member, 12: first lower screw member, 13: first upper cutting hole, 14: first lower cutting hole, 15: first longitudinal screw member, 16: pin, 17: first longitudinal cutting hole, 18: longitudinal long screw, 19a: first lateral long screw, 19b: second lateral long screw,
21: second upper screw member, 22: second lower screw member, 23: second upper cutting hole, 24: second lower cutting hole, 25: second vertical screw member, 26: pin, 27: second longitudinal cutting hole, 28: longitudinal long screw,
31: Upper connecting member, 32: Lower connecting member, 33: Bolt, 34: Beam receiving hardware, 35: Bolt,, 36: Connecting member,
41: Metal rod-shaped member, 42: Spiral projection, 43: Bolt hole, 44: Groove, 45: Metal rod, 46: Spiral projection, 47: Bolt hole, 48: Through hole , 49: groove,
51, 52: end plate portions of the connecting member, 51a, 52a: through holes provided in the end plate portion, 53: side plate portion of the connecting member, 54: end plate portion, 54a: through hole into which the eccentric washer is fitted, 55: eccentric washer, 55a: long hole,
61: substrate portion, 61a: convex portion provided on the substrate portion, 61b: hole for inserting a bolt, 62: overhang plate portion, 63: hole for inserting a pin, 64: pin receiving portion,
71: a first upper screw member, 72: a first lower screw member, 73: a first longitudinal screw member, 74: a first upper cutting hole, 75: a first lower cutting hole, 76: a first lower cutting hole 1 vertical cutting hole 77: vertical long screw, 78: horizontal long screw,
81: second upper screw member, 82: second lower screw member, 83: second longitudinal screw member, 84: second upper cutting hole, 85: second lower cutting hole, 86 :, second 2, vertical cut holes, 87: vertical long screw, 88: horizontal long screw,
91: upper connecting member, 92: lower connecting member, 93: beam receiving hardware, 94: bolt

Claims (6)

木質材からなる第1の梁の端面と木質材からなる第2の梁の端面とを対向させて接合する梁の接合構造であって、
前記第1の梁の端面の上部及び下部から該第1の梁の軸線方向に設けられた第1の上部切削穴及び第1の下部切削穴にねじ込まれた第1の上部スクリュー部材及び第1の下部スクリュー部材と、
前記第2の梁の端面の上部及び下部から該第2の梁の軸線方向に設けられた第2の上部切削穴及び第2の下部切削穴にねじ込まれた第2の上部スクリュー部材及び第2の下部スクリュー部材と、
前記第1の梁の端部に上下方向に設けられた第1の縦方向切削穴にねじ込まれた第1の縦方向スクリュー部材と、
第1の梁の端面から前記第1の縦方向スクリュー部材に向かって設けられた穴に挿通され、前記第1の縦方向スクリュー部材の側面に設けられたボルト孔にねじ込まれたボルトによって第1の梁の端面に固定された梁受け部材と、
前記第1の上部スクリュー部材と前記第2の上部スクリュー部材とを結合する上部連結部材と、
前記第1の下部スクリュー部材と前記第2の下部スクリュー部材とを結合する下部連結部材と、
前記梁受け部材と前記第2の梁の端部とを連結する梁受け連結部材と、を有し、
前記第1の縦方向切削穴は、前記第1の上部切削穴又は第1の下部切削穴の少なくとも一方と交叉して連通するように設けられ、
前記第1の縦方向スクリュー部材は、第1の梁の上面又は下面から前記第1の縦方向切削穴にねじ込まれ、該第1の縦方向スクリュー部材の全長が交叉する前記第1の上部切削穴又は第1の下部切削穴を通過する位置までねじ込まれていることを特徴とする梁の接合構造。
A beam joining structure in which an end face of a first beam made of a wood material and an end face of a second beam made of a wood material are opposed to each other and joined,
A first upper screw member screwed into a first upper cutting hole and a first lower cutting hole provided in an axial direction of the first beam from an upper portion and a lower portion of an end surface of the first beam; A lower screw member of
A second upper screw member screwed into a second upper cutting hole and a second lower cutting hole provided in an axial direction of the second beam from an upper portion and a lower portion of an end surface of the second beam; A lower screw member of
A first longitudinal screw member screwed into a first longitudinal cutting hole provided in an up-down direction at an end of the first beam;
The first beam is inserted into a hole provided from the end face of the first beam toward the first vertical screw member, and is screwed into a bolt hole provided on a side surface of the first vertical screw member. A beam receiving member fixed to the end face of the beam,
An upper connecting member that couples the first upper screw member and the second upper screw member;
A lower connecting member that couples the first lower screw member and the second lower screw member;
A beam receiving connecting member that connects the beam receiving member and an end of the second beam,
The first longitudinal cutting hole is provided so as to cross and communicate with at least one of the first upper cutting hole or the first lower cutting hole,
The first longitudinal screw member is screwed into the first longitudinal cutting hole from an upper surface or a lower surface of a first beam, and the first upper cutting member intersects the entire length of the first longitudinal screw member. A beam joint structure screwed into a hole or a position passing through a first lower cutting hole.
前記第1の上部スクリュー部材の上側又は前記第1の下部スクリュー部材の下側には、前記第1の梁の一方の側面から他方の側面に向かって、前記第1の上部スクリュー部材の上側又は前記第1の下部スクリュー部材の下側を先端が通過する位置まで横方向長ビスがねじ込まれ、
前記第1の梁の上面又は下面からは、前記第1の上部スクリュー部材又は前記第1の下部スクリュー部材の両側方を先端が上下方向に通過する位置まで縦方向長ビスがねじ込まれ、
前記第1の上部スクリュー部材又は前記第1の下部スクリュー部材の周囲の三方を囲うように前記横方向長ビス及び前記縦方向長ビスがねじ込まれていることを特徴とする請求項1に記載の梁の接合構造。
On the upper side of the first upper screw member or the lower side of the first lower screw member, from one side of the first beam toward the other side, the upper side of the first upper screw member or A laterally long screw is screwed up to a position where the tip passes under the first lower screw member,
From the upper surface or the lower surface of the first beam, a longitudinally long screw is screwed up to a position where the tip passes vertically on both sides of the first upper screw member or the first lower screw member,
2. The long screw in the lateral direction and the long screw in the longitudinal direction are screwed around three sides around the first upper screw member or the first lower screw member. Beam joint structure.
前記第1の縦方向スクリュー部材と前記第1の梁の端面との間に、前記第1の梁の一方の側面から他方の側面に向かって、前記第1の縦方向スクリュー部材の側方を先端が通過する位置まで第2の横方向長ビスがねじ込まれていることを特徴とする請求項1又は請求項2に記載の梁の接合構造。   Between the first longitudinal screw member and the end surface of the first beam, from one side of the first beam toward the other side, the side of the first longitudinal screw member is The beam joining structure according to claim 1 or 2, wherein the second long screw in the lateral direction is screwed into a position where the tip passes. 前記第1の縦方向スクリュー部材は、側面から軸線と直角方向に貫通孔が形成されており、
前記第1の梁の一方の側面から他方の側面に向かって少なくとも一ヶ所に形成されたピン孔にピンが挿入され、該ピンが前記第1の縦方向スクリュー部材に形成された前記貫通孔に挿通されていることを特徴とする請求項1から請求項3までのいずれかに記載の梁の接合構造。
The first vertical screw member has a through hole formed in a direction perpendicular to the axis from the side surface,
A pin is inserted into a pin hole formed in at least one place from one side surface to the other side surface of the first beam, and the pin is inserted into the through hole formed in the first vertical screw member. The beam joining structure according to any one of claims 1 to 3, wherein the beam is inserted.
前記第2の梁には、前記第1の梁と接合する端面と上面との隅角部及び該端面と下面との隅角部に切り欠きが設けられ、
前記上部連結部材及び前記下部連結部材は、前記切り欠き内に配置されており、
該第2の梁の上部の前記切り欠き内から下部に設けられた前記切り欠きに向かって形成された第2の縦方向切削穴に第2の縦方向スクリュー部材がねじ込まれ、
前記梁受け連結部材は、前記第2の梁の一方の側面から他方の側面に向かって少なくとも一ヶ所に形成されたピン孔に挿入され、前記梁受け部材に形成された孔及び前記第2の縦方向スクリュー部材に設けられた貫通孔に挿通されたピンであることを特徴とする請求項1から請求項4までのいずれかに記載の梁の接合構造。
The second beam is provided with a notch at a corner between an end surface and an upper surface joined to the first beam and at a corner between the end surface and the lower surface,
The upper connecting member and the lower connecting member are arranged in the notch,
A second vertical screw member is screwed into a second vertical cutting hole formed from the inside of the notch in the upper part of the second beam to the notch provided in the lower part,
The beam receiving connecting member is inserted into a pin hole formed in at least one place from one side surface to the other side surface of the second beam, and the hole formed in the beam receiving member and the second The beam joining structure according to any one of claims 1 to 4, wherein the pin is a pin inserted into a through hole provided in the vertical screw member.
前記第1の梁と前記第2の梁とには、互いに接合する端面と上面との隅角部及び該端面と下面との隅角部に切り欠きが設けられ、
前記第1の上部スクリュー部材及び前記第1の下部スクリュー部材と、前記第2の上部スクリュー部材及び前記第2の下部スクリュー部材とは、前記切り欠き内から前記第1の梁又は前記第2の梁の軸線方向にねじ込まれており、
前記第1の縦方向スクリュー部材は、前記第1の梁の前記切り欠きが設けられた範囲よりも端面から離れた位置にねじ込まれ、
前記第2の梁には、該第2の梁の前記切り欠きが設けられた範囲よりも端面から離れた位置に上下方向の第2の縦方向切削穴が形成され、
前記第2の縦方向切削穴は、前記第2の上部切削穴又は第2の下部切削穴の少なくとも一方と交叉して連通するように設けられ、
前記第2の縦方向切削穴には、第2の梁の上面又は下面から第2の縦方向スクリュー部材がねじ込まれ、該第2の縦方向スクリュー部材は、その全長が交叉する前記第2の上部切削穴又は第2の下部切削穴を通過する位置までねじ込まれており、
前記梁受け連結部材は、前記第2の梁の一方の側面から他方の側面に向かって形成されたピン孔に挿入され、前記梁受け部材に形成された孔及び前記第2の縦方向スクリュー部材に設けられた貫通孔に挿通されたピンであることを特徴とする請求項1から請求項4までのいずれかに記載の梁の接合構造。
The first beam and the second beam are provided with a notch at a corner portion between an end surface and an upper surface and a corner portion between the end surface and the lower surface which are joined to each other,
The first upper screw member and the first lower screw member, and the second upper screw member and the second lower screw member are configured such that the first beam or the second lower screw member extends from the inside of the notch. It is screwed in the axial direction of the beam,
The first longitudinal screw member is screwed into a position farther from an end face than a range where the notch is provided in the first beam,
In the second beam, a second vertical cutting hole in the vertical direction is formed at a position farther from the end face than the range where the notch of the second beam is provided,
The second longitudinal cutting hole is provided so as to cross and communicate with at least one of the second upper cutting hole or the second lower cutting hole,
A second vertical screw member is screwed into the second vertical cutting hole from an upper surface or a lower surface of a second beam, and the second vertical screw member has the second vertical screw member having the entire length intersecting with the second vertical screw member. Screwed to a position passing through the upper cutting hole or the second lower cutting hole,
The beam receiving connection member is inserted into a pin hole formed from one side surface to the other side surface of the second beam, and a hole formed in the beam receiving member and the second longitudinal screw member are provided. The beam joining structure according to any one of claims 1 to 4, wherein the pin is a pin inserted into a through hole provided in the beam.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023190067A1 (en) * 2022-03-28 2023-10-05 積水ハウス株式会社 Beam for building, and building

Citations (4)

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Publication number Priority date Publication date Assignee Title
JP2004092149A (en) * 2002-08-30 2004-03-25 Sumitomo Forestry Co Ltd Beam connection structure
JP2007071339A (en) * 2005-09-08 2007-03-22 Grand Form:Kk Timber connecting fitting
JP2008223243A (en) * 2007-03-08 2008-09-25 Saito Mokuzai Kogyo Kk Method of adhesively joining timber and connector
JP2012136912A (en) * 2010-12-28 2012-07-19 Yoshikuni Okura Connection structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004092149A (en) * 2002-08-30 2004-03-25 Sumitomo Forestry Co Ltd Beam connection structure
JP2007071339A (en) * 2005-09-08 2007-03-22 Grand Form:Kk Timber connecting fitting
JP2008223243A (en) * 2007-03-08 2008-09-25 Saito Mokuzai Kogyo Kk Method of adhesively joining timber and connector
JP2012136912A (en) * 2010-12-28 2012-07-19 Yoshikuni Okura Connection structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023190067A1 (en) * 2022-03-28 2023-10-05 積水ハウス株式会社 Beam for building, and building

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