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JP7543764B2 - Connection structure, connection method, and wooden member - Google Patents
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JP7543764B2 - Connection structure, connection method, and wooden member - Google Patents

Connection structure, connection method, and wooden member Download PDF

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JP7543764B2
JP7543764B2 JP2020131645A JP2020131645A JP7543764B2 JP 7543764 B2 JP7543764 B2 JP 7543764B2 JP 2020131645 A JP2020131645 A JP 2020131645A JP 2020131645 A JP2020131645 A JP 2020131645A JP 7543764 B2 JP7543764 B2 JP 7543764B2
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hole
connection
rod
connection hole
cement
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JP2022028321A (en
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直人 藤生
勇也 山木戸
夏美 廣▲瀬▼
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Obayashi Corp
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Obayashi Corp
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Description

本発明は、木質部材を他部材に接続する接続構造、接続方法、および、該接続構造が適用される木質部材に関する。 The present invention relates to a connection structure and a connection method for connecting a wooden member to another member, and to a wooden member to which the connection structure is applied.

木質部材の接続構造として、例えば特許文献1には、異形鉄筋などの棒状材を用いた接続構造が開示されている。特許文献1では、木質部材は、棒状材が挿入される接続孔を有している。そして、棒状材が挿入された状態にある接続孔にセメントを充填・硬化させることにより、その棒状材を利用して木質部材を他部材に接続している。こうした接続構造においては、木質部材から棒状材を引き抜こうとする荷重に対して、木質部材とセメントとの間に生じる摩擦力が対抗する。 For example, Patent Document 1 discloses a connection structure using rod-shaped materials such as deformed reinforcing bars as a connection structure for wooden members. In Patent Document 1, the wooden members have connection holes into which the rod-shaped materials are inserted. Then, with the rod-shaped materials inserted, the connection holes are filled with cement and hardened, and the rod-shaped materials are used to connect the wooden members to other members. In such a connection structure, the frictional force generated between the wooden members and the cement counteracts the load that tries to pull the rod-shaped materials out of the wooden members.

特開2003-193570号公報JP 2003-193570 A

しかしながら、特許文献1に記載の接続構造では、所定の接続力を付与するために、棒状材の定着長を長くするか、木質部材に対して特殊な工具により複雑な加工を施さなければならなかった。 However, in the connection structure described in Patent Document 1, in order to provide a certain connection force, it was necessary to either lengthen the fixing length of the rod-shaped material or to subject the wooden members to complex processing using special tools.

上記課題を解決する接続構造は、第1方向に接続する接続構造であって、前記第1方向に形成された接続孔と、前記第1方向に交差する第2方向に形成され、一方の端部が外部に開口され、他方の端部が前記接続孔に連通する連通孔とを有する木質部材と、前記接続孔に挿入された棒状材と、前記連通孔に設けられ、前記棒状材の前記第1方向への移動を拘束する拘束材と、前記接続孔に充填されるセメント系充填材と、を有する。 The connection structure that solves the above problem is a connection structure that connects in a first direction, and includes a wooden member having a connection hole formed in the first direction and a communication hole formed in a second direction intersecting the first direction, one end of which is open to the outside and the other end of which is connected to the connection hole, a rod-shaped material inserted into the connection hole, a restraining material provided in the communication hole that restrains the movement of the rod-shaped material in the first direction, and a cement-based filler filled in the connection hole.

上記課題を解決する接続方法は、第1方向に接続する接続方法であって、前記第1方向に形成された接続孔と、前記第1方向に交差する第2方向に形成され、一方の端部が外部に開口され、他方の端部が前記接続孔に連通する連通孔とを木質部材に形成する工程と、前記接続孔に棒状材を挿入する工程と、前記棒状材の前記第1方向への移動を拘束する拘束材を前記連通孔に設ける工程と、前記接続孔にセメント系充填材を充填する工程と、を有する。 The connection method that solves the above problem is a connection method for connecting in a first direction, and includes the steps of forming a connection hole formed in the first direction and a communication hole formed in a second direction intersecting the first direction, one end of which is open to the outside and the other end of which is connected to the connection hole, in the wooden member, inserting a rod-shaped material into the connection hole, providing a restraining material in the communication hole that restrains the movement of the rod-shaped material in the first direction, and filling the connection hole with a cement-based filler.

上記課題を解決する木質部材は、第1方向で接続される木質部材であって、前記第1方向に形成され、棒状材が挿入されるとともに前記棒状材の挿入後にセメント系充填材が充填される接続孔と、前記第1方向に交差する第2方向に形成され、一方の端部が外部に開口され、他方の端部が前記接続孔に連通し、前記棒状材の前記第1方向への移動を拘束する拘束材が配設される連通孔と、を有する。これらによれば、木質部材に対して特殊な工具により複雑な加工を施すことなく、棒状材の定着長を短くすることができる。 The wooden members that solve the above problem are wooden members that are connected in a first direction, and have a connection hole formed in the first direction, into which a rod-shaped material is inserted and into which a cement-based filler is filled after the rod-shaped material is inserted, and a communication hole formed in a second direction intersecting the first direction, with one end opening to the outside and the other end communicating with the connection hole, and into which a restraining material that restrains the movement of the rod-shaped material in the first direction is disposed. This makes it possible to shorten the fixing length of the rod-shaped material without performing complex processing on the wooden members using special tools.

上記構成において、前記拘束材は、セメント系充填材であってもよい。これにより、木質部材よりも拘束材の強度を高めることができる。
上記構成において、前記拘束材は、前記連通孔に挿入された挿入材であってもよい。これにより、例えば挿入材として丸鋼を用いることにより、木質部材よりも拘束材の強度を高めることができる。
In the above-mentioned configuration, the restraining material may be a cement-based filler, which makes it possible to increase the strength of the restraining material compared to the wood member.
In the above-mentioned configuration, the restraining member may be an insert member inserted into the communication hole. In this way, for example, by using a round steel bar as the insert member, the strength of the restraining member can be increased compared to that of the wooden member.

上記構成において、前記拘束材は、前記連通孔に設けた挿入材の周辺部に充填されたセメント系充填材を有していてもよい。これにより、挿入材とセメント系充填材とで拘束材を構成することができる。 In the above configuration, the restraining material may have a cement-based filler filled in the periphery of the insert material provided in the communication hole. This allows the restraining material to be composed of the insert material and the cement-based filler.

接続構造の一実施形態の概略構成を示す斜視図。FIG. 1 is a perspective view showing a schematic configuration of an embodiment of a connection structure. 図1における矢印2の部分を示す部分斜視図。FIG. 2 is a partial perspective view showing the portion indicated by the arrow 2 in FIG. 1 . 第2方向から見た木質部材の部分平面図。FIG. 4 is a partial plan view of the wooden member as viewed from a second direction. 図3の4-4線における木質部材の部分断面図。FIG. 4 is a partial cross-sectional view of the wood member taken along line 4-4 in FIG. 3 . 接続構造を用いた接続方法の一実施形態を示すフローチャート。11 is a flowchart showing an embodiment of a connection method using a connection structure. 挿入材が圧入された木質部材を接続面側から見た部分平面図。FIG. 4 is a partial plan view of a wooden member into which an insert is pressed, viewed from the connection surface side. 棒状材の延在方向についてセメント系充填材が形成された状態を示す部分断面図。FIG. 4 is a partial cross-sectional view showing a state in which a cement-based filler is formed in the extending direction of the rod-shaped material. 棒状材の横断面方向についてセメント系充填材が形成された状態を示す部分断面図。FIG. 4 is a partial cross-sectional view showing a state in which a cement-based filler is formed in the cross-sectional direction of the rod-shaped material. 変形例において、棒状材の横断面方向についてセメント系充填材が形成された状態を示す部分断面図。FIG. 11 is a partial cross-sectional view showing a state in which a cement-based filler is formed in the cross-sectional direction of a rod-shaped material in a modified example. 変形例において、棒状材の横断面方向についてセメント系充填材を拘束材として用いた場合を示す部分断面図。FIG. 11 is a partial cross-sectional view showing a modified example in which a cement-based filler is used as a restraining material in the cross-sectional direction of the rod-shaped material. 変形例において、棒状材の横断面方向について挿入材の配置例を示す部分断面図。13 is a partial cross-sectional view showing an example of the arrangement of an insert member in the cross-sectional direction of a bar-shaped member in a modified example. FIG.

図1~図8を参照して、接続構造、接続方法、および、木質部材の一実施形態について説明する。
図1に示すように、本実施形態の接続構造は、断面矩形状の木質部材11を他部材20に第1方向(図1における上下方向)に接続する。木質部材11は、例えば梁や床など、建築物を構成する部材の一部である。木質部材11には、第1方向における一端面である接続面11aに開口を有する複数の接続孔12が形成されている。各接続孔12には、棒状材13が挿入される。棒状材13は、接続面11aから第1方向に突出している。木質部材11は、その棒状材13の突出部分を利用して他部材20に接続される。棒状材13は、例えば、異形鉄筋、全ねじボルト、グラスファイバー筋など、木質部材11よりも強度の高い部材で構成することができる。本実施形態において、棒状材13は、異形鉄筋である。なお、各図においては、異形鉄筋の最外径を基準として棒状材13を描いている。
An embodiment of a connection structure, a connection method, and a wooden member will be described with reference to FIGS.
As shown in FIG. 1, the connection structure of this embodiment connects a wooden member 11 having a rectangular cross section to another member 20 in a first direction (the vertical direction in FIG. 1). The wooden member 11 is a part of a member constituting a building, such as a beam or a floor. The wooden member 11 has a plurality of connection holes 12 with openings on a connection surface 11a, which is one end surface in the first direction. A rod-shaped material 13 is inserted into each connection hole 12. The rod-shaped material 13 protrudes from the connection surface 11a in the first direction. The wooden member 11 is connected to the other member 20 by utilizing the protruding portion of the rod-shaped material 13. The rod-shaped material 13 can be composed of a material having a higher strength than the wooden member 11, such as a deformed bar, a fully threaded bolt, or a glass fiber bar. In this embodiment, the rod-shaped material 13 is a deformed bar. In each drawing, the rod-shaped material 13 is drawn based on the outermost diameter of the deformed bar.

図2に示すように、木質部材11には、各接続孔12に対応するように、複数の連通孔14が形成されている。各連通孔14は、木質部材11の側面11bに開口を有している。各連通孔14は、第1方向に交差する第2方向に延びて接続孔12に連通する。各連通孔14には、木質部材11よりも強度が高い材料で構成される挿入材15が配設されている。本実施形態において、挿入材15は、丸鋼で構成されている。挿入材15は、棒状材13の側方を通るように、その一部が接続孔12内に配設されている。なお、図2においては、連通孔の符号14と挿入材の符号15とを第1方向に交互に付している。 As shown in FIG. 2, a plurality of communication holes 14 are formed in the wooden member 11 so as to correspond to each of the connection holes 12. Each communication hole 14 has an opening in the side surface 11b of the wooden member 11. Each communication hole 14 extends in a second direction intersecting the first direction and communicates with the connection hole 12. An insert member 15 made of a material stronger than the wooden member 11 is disposed in each communication hole 14. In this embodiment, the insert member 15 is made of round steel. A portion of the insert member 15 is disposed in the connection hole 12 so as to pass through the side of the rod-shaped material 13. In FIG. 2, the reference numerals 14 for the communication holes and the reference numerals 15 for the insert members are alternately given in the first direction.

木質部材11の接続孔12には、棒状材13と各挿入材15とを一体化させるセメント系充填材16が形成されている。棒状材13と一体化した挿入材15は、棒状材13の第1方向への移動を拘束する拘束材として機能する。本実施形態において、棒状材13の呼び径Dは25であり、挿入材15の直径は13mmである。これにより、適度な機械的な強度を有する挿入材15をバランスよく配置することができる。 In the connection holes 12 of the wooden members 11, cement-based filler 16 is formed to integrate the rod-shaped members 13 and each insert member 15. The insert members 15 integrated with the rod-shaped members 13 function as restraining members that restrain the movement of the rod-shaped members 13 in the first direction. In this embodiment, the nominal diameter D of the rod-shaped members 13 is 25, and the diameter of the insert members 15 is 13 mm. This allows the insert members 15, which have appropriate mechanical strength, to be positioned in a well-balanced manner.

接続孔12は、接続面11aに直交する第1方向に延びる円形孔である。接続孔12は、例えば形成部分の木質部材11の形状など、その時々の設計思想に応じて、貫通孔であってもよいし、非貫通孔であってもよい。接続孔12の直径である接続孔径は、棒状材13と挿入材15との間にミリオーダーの隙間が形成可能な値に設定される。こうした隙間が形成されることにより、接続孔12に配設された挿入材15の一部の周囲にセメント系充填材16を確実に形成することができる。また、木質部材11から棒状材13を引き抜こうとする荷重(以下、引抜荷重という。)を、そのセメント系充填材16を介して棒状材13から挿入材15に確実に伝達することができる。本実施形態において、接続孔径は45mmである。 The connection hole 12 is a circular hole extending in a first direction perpendicular to the connection surface 11a. The connection hole 12 may be a through hole or a non-through hole depending on the design concept at the time, such as the shape of the wooden member 11 where it is formed. The diameter of the connection hole 12 is set to a value that allows a gap of the order of millimeters to be formed between the rod-shaped material 13 and the insert material 15. By forming such a gap, the cement-based filler 16 can be reliably formed around a part of the insert material 15 arranged in the connection hole 12. In addition, the load that attempts to pull the rod-shaped material 13 from the wooden member 11 (hereinafter referred to as the pull-out load) can be reliably transmitted from the rod-shaped material 13 to the insert material 15 via the cement-based filler 16. In this embodiment, the connection hole diameter is 45 mm.

木質部材11には、接続孔12に連通する注入孔17が形成されることが好ましい。注入孔17は、木質部材11の側面11bに開口を有している。注入孔17は、第2方向から木質部材11を見たときに、接続孔12に対して全ての領域が重なるように形成される。注入孔17は、その最深部において接続孔12に連通している。注入孔17は、セメント系充填材16を形成するセメントを接続孔12に注入する際に利用される孔である。 The wooden member 11 is preferably formed with an injection hole 17 that communicates with the connection hole 12. The injection hole 17 has an opening in the side surface 11b of the wooden member 11. The injection hole 17 is formed so that the entire area overlaps with the connection hole 12 when the wooden member 11 is viewed from the second direction. The injection hole 17 communicates with the connection hole 12 at its deepest part. The injection hole 17 is a hole that is used when injecting cement that forms the cement-based filler 16 into the connection hole 12.

各連通孔14は、第2方向に延びる円形孔である。各連通孔14は、第2方向から木質部材11を見たときに、接続孔12に対して一部の領域が重なるように形成される。これにより、棒状材13の側方を通るように挿入材15を配設することができる。連通孔14は、例えば形成部分の木質部材11の形状など、その時々の設計思想に応じて、貫通孔であってもよいし、非貫通孔であってもよい。 Each communication hole 14 is a circular hole extending in the second direction. Each communication hole 14 is formed so that a portion of the communication hole 14 overlaps with the connection hole 12 when the wooden member 11 is viewed from the second direction. This allows the insert 15 to be arranged so that it passes through the side of the rod-shaped material 13. The communication holes 14 may be through holes or blind holes depending on the design concept at the time, such as the shape of the wooden member 11 where the communication holes 14 are formed.

図3に示すように、複数の連通孔14は、第1方向に対する接続孔12の両側に、第1方向に沿って配列されている。各連通孔14の直径である連通孔径は、挿入材15が圧入可能な値に設定される。 As shown in FIG. 3, the multiple communication holes 14 are arranged along the first direction on both sides of the connection hole 12 in the first direction. The communication hole diameter, which is the diameter of each communication hole 14, is set to a value that allows the insertion material 15 to be pressed in.

本実施形態においては、異形鉄筋である棒状材13の呼び径Dが25、挿入材15の直径が13mm、接続孔径が45mmである。また、各連通孔14は、理論上、棒状材13の棒鋼部分と挿入材15との間に3.3mm、棒状材13の最外部分(節部分やリブ部分)と挿入材15との間に2mmの隙間を形成する位置に形成されている。 In this embodiment, the nominal diameter D of the deformed bar 13 is 25, the diameter of the insert 15 is 13 mm, and the connection hole diameter is 45 mm. In addition, each communication hole 14 is formed at a position that theoretically creates a gap of 3.3 mm between the bar steel portion of the bar 13 and the insert 15, and a gap of 2 mm between the outermost portion of the bar 13 (node portion and rib portion) and the insert 15.

第1方向における連通孔14の形成間隔であるピッチP1は、棒状材13の呼び径Dを用いて2Dmm~5Dmmに設定されることが好ましい。ピッチP1が2Dmm以上であることにより、互いに隣接する連通孔14の間の部分に対して、加工上、また、実用上、十分な強度を木質部材11に担保することができる。ピッチP1が5Dmm以下であることにより、定着長を長くすることなく適度な数の挿入材15を配置することができる。本実施形態では、ピッチP1が2Dmmに設定されている。 The pitch P1, which is the distance between the communication holes 14 in the first direction, is preferably set to 2Dmm to 5Dmm using the nominal diameter D of the rod-shaped material 13. By setting the pitch P1 to 2Dmm or more, the wood member 11 can be guaranteed sufficient strength for processing and practical use in the portions between adjacent communication holes 14. By setting the pitch P1 to 5Dmm or less, an appropriate number of inserts 15 can be placed without increasing the fixing length. In this embodiment, the pitch P1 is set to 2Dmm.

図4に示すように、本実施形態において、各連通孔14は、非貫通孔である。各連通孔14は、接続孔12に連通している。連通孔14の深さは、第2方向における接続孔12の最外縁よりも奥側に最深部が位置する値に設定される。各挿入材15の長さは、最深部まで圧入されたとしても側面11bから突出することのない値に設定される。 As shown in FIG. 4, in this embodiment, each communication hole 14 is a non-through hole. Each communication hole 14 is connected to the connection hole 12. The depth of the communication hole 14 is set to a value such that the deepest part is located on the inner side of the outermost edge of the connection hole 12 in the second direction. The length of each insert 15 is set to a value such that it does not protrude from the side surface 11b even when pressed into the deepest part.

図5を参照して、上述した接続構造を用いた接続方法の一例について説明する。
図5に示すように、まず、木質部材11に接続孔12を形成する接続孔形成工程を行う(ステップS101)。接続孔形成工程では、木質部材11の接続面11aと接続孔径に応じた木工用のドリルとの位置合わせを行ったのち、ドリルを回転させながら第1方向に木質部材11とドリルとを相対移動させる。これにより、接続面11aから第1方向に延びる接続孔12が木質部材11に形成される。
An example of a connection method using the above-described connection structure will be described with reference to FIG.
5, first, a connection hole forming step is performed to form the connection hole 12 in the wooden member 11 (step S101). In the connection hole forming step, the connection surface 11a of the wooden member 11 is aligned with a woodworking drill according to the diameter of the connection hole, and then the wooden member 11 and the drill are moved relative to each other in a first direction while rotating the drill. As a result, the connection hole 12 extending from the connection surface 11a in the first direction is formed in the wooden member 11.

次に、木質部材11に連通孔14を形成する連通孔形成工程を行う(ステップS102)。連通孔形成工程では、木質部材11の側面11bと連通孔径に応じた木工用のドリルとの位置合わせを行ったのち、ドリルを回転させながら第2方向に木質部材11とドリルとを相対移動させる。こうした穿孔作業を各連通孔14の形成位置に行うことにより、側面11bから第2方向に延びる連通孔14が木質部材11の各所に形成される。これら接続孔形成工程と連通孔形成工程とを行うことにより、上述した接続構造が適用可能な木質部材11が製造される。また、径の大きい接続孔12、すなわち木質部材11への加工負荷の大きい接続孔12を先行して形成することにより、接続孔12と連通孔14との連通付近において、接続孔12の形成に起因した木質部材11の変形が生じにくくなる。 Next, a through hole forming process is performed to form a through hole 14 in the wooden member 11 (step S102). In the through hole forming process, the side surface 11b of the wooden member 11 is aligned with a woodworking drill according to the diameter of the through hole, and then the drill is rotated while moving the wooden member 11 and the drill relative to each other in the second direction. By performing such drilling work at the formation position of each through hole 14, the through holes 14 extending from the side surface 11b in the second direction are formed in various places on the wooden member 11. By performing these connection hole forming process and through hole forming process, a wooden member 11 to which the above-mentioned connection structure can be applied is manufactured. In addition, by forming a connection hole 12 with a large diameter, i.e., a connection hole 12 that imposes a large processing load on the wooden member 11 in advance, deformation of the wooden member 11 due to the formation of the connection hole 12 is less likely to occur in the vicinity of the communication between the connection hole 12 and the through hole 14.

次に、注入孔形成工程を行う(ステップS103)。注入口形成工程では、木質部材11の側面11bと注入孔17の径に応じた木工用のドリルとの位置合わせを行ったのち、ドリルを回転させながら第2方向に木質部材11とドリルとを相対移動させる。これにより、側面11bから第2方向に延びる注入孔17が木質部材11に形成される。なお、注入孔形成工程は、連通孔形成工程よりも先行して行われてもよい。 Next, the injection hole forming process is performed (step S103). In the injection hole forming process, the side surface 11b of the wooden member 11 is aligned with a woodworking drill according to the diameter of the injection hole 17, and then the drill is moved relative to the wooden member 11 in the second direction while rotating. This forms an injection hole 17 in the wooden member 11 that extends from the side surface 11b in the second direction. The injection hole forming process may be performed prior to the communication hole forming process.

次に、木質部材11の各連通孔14に挿入材15を圧入する挿入材配設工程(ステップS104)を行う。挿入材配設工程では、連通孔14と挿入材15との位置合わせを行ったのち、ハンマーなどを用いて連通孔14に挿入材15を圧入する。 Next, an insert material placement process (step S104) is performed in which the insert material 15 is press-fitted into each of the communication holes 14 of the wooden member 11. In the insert material placement process, the communication holes 14 and the insert material 15 are aligned, and then the insert material 15 is press-fitted into the communication holes 14 using a hammer or the like.

図6に示すように、連通孔14に圧入された挿入材15は、側面11bから突出することなく、接続孔12と連通孔14との連通部分において、その一部が接続孔12内に配設される。 As shown in FIG. 6, the insert 15 pressed into the communication hole 14 does not protrude from the side surface 11b, and a portion of it is disposed within the connection hole 12 at the communication portion between the connection hole 12 and the communication hole 14.

次に、一方の木質部材11の接続孔12に棒状材13を挿入する棒状材挿入工程(ステップS105)を行う。棒状材挿入工程では、接続孔12における所定位置まで棒状材13が挿入される。棒状材挿入工程に先行して挿入材配設工程を行うことにより、施工誤差により挿入材15が入らなくなることを防止できる。また、挿入材15の圧入時の接触に起因した棒状材13の損傷を防止することができる。 Next, a rod-shaped material insertion process (step S105) is performed in which the rod-shaped material 13 is inserted into the connection hole 12 of one of the wooden members 11. In the rod-shaped material insertion process, the rod-shaped material 13 is inserted to a predetermined position in the connection hole 12. By performing the insert material arrangement process prior to the rod-shaped material insertion process, it is possible to prevent the insert material 15 from being unable to be inserted due to construction errors. It is also possible to prevent damage to the rod-shaped material 13 caused by contact when the insert material 15 is pressed in.

次に、棒状材13と木質部材11の接続孔12との間の隙間に、例えばモルタルなどのセメントを充填するセメント充填工程(ステップS106)を行う。セメント充填工程では、接続面11aにおける接続孔12の開口や側面11bにおける注入孔17の開口からセメントを注入する。セメントは、接続孔12の全体に行き渡るように注入される。 Next, a cement filling process (step S106) is performed to fill the gap between the rod 13 and the connection hole 12 of the wooden member 11 with cement, such as mortar. In the cement filling process, cement is injected from the opening of the connection hole 12 on the connection surface 11a and the opening of the injection hole 17 on the side surface 11b. The cement is injected so as to spread throughout the entire connection hole 12.

図7および図8に示すように、注入されたセメントが硬化することによりセメント系充填材16が形成される。セメント系充填材16は、棒状材13と接続孔12内に位置する挿入材15の一部とを連結して、これら棒状材13と挿入材15とを一体化する。 As shown in Figures 7 and 8, the injected cement hardens to form the cement-based filler 16. The cement-based filler 16 connects the rod-shaped material 13 and a part of the insert material 15 located in the connection hole 12, integrating the rod-shaped material 13 and the insert material 15.

なお、上述した一連の行程は、その全てが施工現場において行われてもよいし、その全てが例えば工場などの施工現場とは異なる場所で行われてもよい。また、接続孔形成工程や連通孔形成工程などが行われた木質部材11が施工現場へと搬送され、残りの工程が施工現場で行われてもよい。 The above-mentioned series of steps may all be performed at the construction site, or may all be performed at a location other than the construction site, such as a factory. Also, the wooden member 11 that has undergone the connection hole formation process and the communication hole formation process may be transported to the construction site, and the remaining steps may be performed at the construction site.

次に、上述のようにして木質部材11に設けられた棒状材13を用いて、木質部材11を他部材に接続する接続工程(ステップS107)が行われる。接続工程では、棒状材13のうちで接続面11aから突出している部分が他部材20に接続される。 Next, a connection process (step S107) is performed in which the rod-shaped material 13 provided on the wooden member 11 as described above is used to connect the wooden member 11 to another member. In the connection process, the portion of the rod-shaped material 13 that protrudes from the connection surface 11a is connected to the other member 20.

上述した接続構造においては、引抜荷重が作用したとき、その引抜荷重は、棒状材13およびセメント系充填材16を介して、また、棒状材13、セメント系充填材16、および、挿入材15を介して木質部材11に伝達される。このため、接続構造においては、その引抜荷重に対して、木質部材11とセメント系充填材16との間の摩擦力だけでなく、挿入材15が配設された部分における木質部材11の支圧力で対抗することができる。 In the above-mentioned connection structure, when a pull-out load is applied, the pull-out load is transmitted to the wooden member 11 via the rod-shaped member 13 and the cement-based filler 16, and via the rod-shaped member 13, the cement-based filler 16, and the insert member 15. Therefore, in the connection structure, the pull-out load can be countered not only by the frictional force between the wooden member 11 and the cement-based filler 16, but also by the bearing pressure of the wooden member 11 in the portion where the insert member 15 is arranged.

本実施形態の効果について説明する。
(1)上述した接続構造によれば、木質部材11とセメント系充填材16との間の摩擦力だけでなく、木質部材11の支圧力で引抜荷重に対抗することから、棒状材13の定着長を低減することができる。
The effects of this embodiment will be described.
(1) According to the above-described connection structure, the pull-out load is resisted not only by the frictional force between the wooden member 11 and the cement-based filler 16 but also by the supporting pressure of the wooden member 11, so that the anchorage length of the rod-shaped material 13 can be reduced.

(2)上述した接続構造においては、セメントを接続孔12に充填している。これにより、エポキシ系などの接着剤に比べて、コストを低減することができるとともに建築物に要求される耐火性能を容易に満たすことができる。 (2) In the above-mentioned connection structure, cement is filled into the connection hole 12. This allows costs to be reduced compared to epoxy-based adhesives and makes it easier to meet the fire resistance required for buildings.

(3)上述した接続構造においては、木質部材11に対しては、第1方向に延びる接続孔12と第2方向に延びる連通孔14とを形成するだけでよい。すなわち、各孔の内周面に凹凸などを形成するといった、特殊な工具を用いた複雑な加工を木質部材11に施す必要もない。その結果、木質部材11に対する加工作業性を維持したまま、棒状材13の定着長を低減することができる。 (3) In the above-mentioned connection structure, it is only necessary to form the connection hole 12 extending in the first direction and the communication hole 14 extending in the second direction in the wooden member 11. In other words, there is no need to subject the wooden member 11 to complex processing using special tools, such as forming irregularities on the inner surface of each hole. As a result, it is possible to reduce the fixing length of the rod-shaped material 13 while maintaining the ease of processing the wooden member 11.

(4)上述した接続構造においては、連通孔14が接続孔12の両側に設けられている。これにより、引抜荷重を効果的に分散させて木質部材11に作用させることができる。
本実施形態は、以下のように変更して実施することができる。本実施形態及び以下の変更例は、技術的に矛盾しない範囲で互いに組み合わせて実施することができる。
(4) In the above-described connection structure, the communication holes 14 are provided on both sides of the connection hole 12. This allows the pull-out load to be applied to the wood members 11 in an effectively distributed manner.
This embodiment can be modified as follows: This embodiment and the following modifications can be combined with each other to the extent that there is no technical contradiction.

・図9に示すように、連通孔径を挿入材15の直径よりも大きく形成することにより、挿入材15の周囲にセメント系充填材16が形成される構成であってもよい。こうした構成において、連通孔14には、一時的に挿入材15を支持する構成として、接続孔12との連通部分よりも奥側に、挿入材15が圧入可能な圧入部14aが形成されることが好ましい。これにより、挿入材15の周囲にセメント系充填材16を容易に形成することができる。 As shown in FIG. 9, the diameter of the communication hole may be made larger than the diameter of the insert 15, so that the cement-based filler 16 is formed around the insert 15. In such a configuration, it is preferable that the communication hole 14 has a press-in portion 14a formed on the back side of the communication portion with the connection hole 12, into which the insert 15 can be press-fitted, as a configuration for temporarily supporting the insert 15. This allows the cement-based filler 16 to be easily formed around the insert 15.

・図10に示すように、連通孔14に配設される拘束材は、木質部材11よりも強度の高い材料で構成されればよく、セメント系充填材16で構成されてもよい。こうした構成においては、連通孔14に挿入材15が配設されずに接続孔12にセメントが注入される。すなわち、挿入材配設工程(ステップS104)が行われることなく、棒状材挿入工程(ステップS105)以降の工程が行われる。 - As shown in FIG. 10, the restraining material placed in the communication hole 14 may be made of a material stronger than the wooden member 11, and may be made of a cement-based filler 16. In this configuration, no insert material 15 is placed in the communication hole 14, and cement is injected into the connection hole 12. In other words, the rod-shaped material insertion process (step S105) and subsequent processes are performed without performing the insert material placement process (step S104).

・挿入材は、木質部材11よりも強度の高い材料で構成されていればよく、例えばセラミック製などであってもよい。
・図11に示すように、挿入材18は、セメント系充填材16を貫通するように設けられてもよい。こうした構成においては、連通孔14は、接続孔12を貫通するように形成される。また、挿入材18としては、ビスなどを用いることもできる。この場合、連通孔14は、ビスの下孔として形成される。
The insert may be made of any material that is stronger than the wood member 11, such as ceramic.
As shown in Fig. 11, the insert 18 may be provided so as to penetrate the cement-based filler 16. In such a configuration, the communication hole 14 is formed so as to penetrate the connection hole 12. Also, a screw or the like may be used as the insert 18. In this case, the communication hole 14 is formed as a pilot hole for the screw.

・木質部材11は、1以上の棒状材13を用いて他部材20に接続されればよい。また、接続孔12と連通孔14との位置関係に応じて、互いに異なる接続孔12に対応する連通孔14が1つの孔で構成されてもよい。 - The wooden member 11 may be connected to another member 20 using one or more rod-shaped materials 13. Also, depending on the positional relationship between the connection holes 12 and the communication holes 14, the communication holes 14 corresponding to different connection holes 12 may be configured as a single hole.

・上述した接続構造においては、棒状材13と挿入材15とがセメント系充填材16で一体化していればよい。そのため、木質部材11同士を接続する場合などには、互いの接続孔12に棒状材13を配設してからセメントが注入されてもよい。 - In the above-mentioned connection structure, the rod-shaped material 13 and the insert material 15 need only be integrated with the cement-based filler 16. Therefore, when connecting wooden members 11 together, the rod-shaped material 13 may be placed in each other's connection holes 12 before cement is injected.

・上述した接続構造は、棒状材13を用いて木質部材11を他部材20に接続するものであればよい。このため、他部材20は、例えば、木質部材11と同様の接続構造を用いて棒状材13の突出部分が接続される木質部材であってもよいし、溶接などを用いて棒状材13の突出部分が接続される金属部材であってもよい。また、他部材20は、棒状材13の突出部分を含むようにセメントが打設されるセメント系部材であってもよい。また、他部材20は、RC(Reinforced Concrete)材やPC(Prestressed Concrete)材であってもよい。 The above-mentioned connection structure may be one that connects the wooden member 11 to the other member 20 using the rod-shaped material 13. Therefore, the other member 20 may be, for example, a wooden member to which the protruding portion of the rod-shaped material 13 is connected using a connection structure similar to that of the wooden member 11, or a metal member to which the protruding portion of the rod-shaped material 13 is connected using welding or the like. The other member 20 may also be a cement-based member in which cement is poured so as to include the protruding portion of the rod-shaped material 13. The other member 20 may also be a reinforced concrete (RC) material or a prestressed concrete (PC) material.

11…木質部材、11a…接続面、11b…側面、12…接続孔、13…棒状材、14…連通孔、14a…圧入部、15…挿入材、16…セメント系充填材、17…注入孔、18…挿入材、20…他部材。 11...wooden member, 11a...connection surface, 11b...side surface, 12...connection hole, 13...rod-shaped member, 14...communicating hole, 14a...press-fit portion, 15...insertion member, 16...cement-based filler, 17...injection hole, 18...insertion member, 20...other members.

Claims (6)

第1方向に接続する接続構造であって、
前記第1方向に形成された接続孔と、前記第1方向に交差する第2方向に形成され、一方の端部が外部に開口され、他方の端部が前記接続孔に連通する連通孔とを有する木質部材と、
前記接続孔に挿入された棒状材と、
前記連通孔に設けられ、前記棒状材の前記第1方向への移動を拘束する拘束材と、
前記接続孔に充填されるセメント系充填材と、を有し、
1つの前記連通孔に1つの前記拘束材が収容され、
前記1つの拘束材の一部は、前記棒状材の側方を通るように前記接続孔内に配設されている
接続構造。
A connection structure for connection in a first direction,
a wood member having a connection hole formed in the first direction and a communication hole formed in a second direction intersecting the first direction, one end of which is open to the outside and the other end of which is connected to the connection hole;
A rod-shaped member inserted into the connection hole;
a restraining member provided in the communication hole and configured to restrain the movement of the rod-shaped member in the first direction;
A cement-based filler is filled in the connection hole ,
One of the restraining members is accommodated in one of the communication holes,
A portion of the one restraining member is disposed in the connection hole so as to pass through the side of the rod-shaped member.
Connection structure.
前記拘束材は、前記第2方向に延び、一方の端部のみが外部に開口され、他方の端部が前記接続孔に連通する前記連通孔に充填されたセメント系充填材である
請求項1に記載の接続構造。
The connection structure according to claim 1 , wherein the restraint material is a cement-based filler that extends in the second direction, has only one end open to the outside, and has the other end filled into the communication hole that communicates with the connection hole .
前記拘束材は、前記連通孔に挿入された挿入材である
請求項1に記載の接続構造。
The connection structure according to claim 1 , wherein the restraining member is an insert member that is inserted into the communication hole.
前記拘束材は、前記第2方向に延び、一方の端部のみが外部に開口され、他方の端部が前記接続孔に連通する前記連通孔に充填されたセメント系充填材を有する
請求項3に記載の接続構造。
The connection structure according to claim 3 , wherein the restraint material extends in the second direction, only one end of the restraint material is open to the outside, and the other end of the restraint material has a cement-based filler filled in the communicating hole that communicates with the connection hole .
第1方向に接続する接続方法であって、
前記第1方向に形成された接続孔と、前記第1方向に交差する第2方向に形成され、一方の端部が外部に開口され、他方の端部が前記接続孔に連通する連通孔とを木質部材に形成する工程と、
前記接続孔に棒状材を挿入する工程と、
前記棒状材の前記第1方向への移動を拘束する拘束材を前記連通孔に設ける工程と、
前記接続孔にセメント系充填材を充填する工程と、を有し、
前記接続孔と前記連通孔とを前記木質部材に形成する工程では、前記第2方向から前記木質部材を見たときに、前記接続孔の側方を通り、かつ、前記接続孔に対して一部の領域が重なる位置に前記連通孔を形成し、
前記拘束材を前記連通孔に設ける工程では、1つの前記連通孔に1つの前記拘束材を収容し、1つの前記拘束材の一部を前記接続孔内において前記棒状材の側方を通るように配設する
接続方法。
A connection method for connecting in a first direction,
forming a connection hole formed in the first direction and a communication hole formed in a second direction intersecting the first direction, one end of which is open to the outside and the other end of which is connected to the connection hole in the wood member;
inserting a rod-shaped member into the connection hole;
providing a restraining member in the communication hole to restrain the movement of the rod-shaped member in the first direction;
and filling the connection hole with a cement-based filler .
In the step of forming the connection hole and the communication hole in the wooden member, the communication hole is formed at a position that passes beside the connection hole and overlaps a part of the connection hole when the wooden member is viewed from the second direction,
In the step of providing the restraining material in the communication hole, one of the restraining materials is accommodated in one of the communication holes, and a part of the one of the restraining materials is disposed so as to pass through the side of the rod-shaped material in the connection hole.
How to connect:
第1方向で接続される木質部材であって、
前記第1方向に形成され、棒状材が挿入されるとともに前記棒状材の挿入後にセメント系充填材が充填される接続孔と、
前記第1方向に交差する第2方向に形成され、一方の端部が外部に開口され、他方の端部が前記接続孔に連通し、前記棒状材の前記第1方向への移動を拘束する拘束材が配設される連通孔と、を有し、
前記連通孔は、前記第2方向から前記木質部材を見たときに、前記接続孔の側方を通り、かつ、前記接続孔に対して一部の領域が重なる位置に形成されており、
1つの前記連通孔に1つの前記拘束材が収容され、前記1つの拘束材の一部が前記棒状材の側方を通るように前記接続孔内に配設される
木質部材。
A wood member connected in a first direction,
a connection hole formed in the first direction, into which a rod-shaped material is inserted and into which a cement-based filler is filled after the rod-shaped material is inserted;
a communication hole formed in a second direction intersecting the first direction, one end of which is open to the outside and the other end of which is connected to the connection hole, and in which a restraining member is disposed to restrain the movement of the rod-shaped material in the first direction,
the communication hole is formed at a position that passes beside the connection hole and overlaps a portion of the connection hole when the wood member is viewed from the second direction,
One of the restraining members is accommodated in one of the communication holes, and a part of the one restraining member is disposed in the connection hole so as to pass through the side of the rod-shaped member.
Wood materials.
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JP2005120602A (en) 2003-10-14 2005-05-12 Toshio Nakada Joint structure of wooden building
JP2018009327A (en) 2016-07-12 2018-01-18 株式会社日建設計 Joint structure of wood members

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JP2003193570A (en) 2001-12-26 2003-07-09 Ichiura Toshi Kaihatsu Kenchiku Consultants:Kk Joining structure of wooden members
JP2005120602A (en) 2003-10-14 2005-05-12 Toshio Nakada Joint structure of wooden building
JP2018009327A (en) 2016-07-12 2018-01-18 株式会社日建設計 Joint structure of wood members

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