JP2010133093A - Joint structure of bar-like member - Google Patents

Joint structure of bar-like member Download PDF

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JP2010133093A
JP2010133093A JP2008307607A JP2008307607A JP2010133093A JP 2010133093 A JP2010133093 A JP 2010133093A JP 2008307607 A JP2008307607 A JP 2008307607A JP 2008307607 A JP2008307607 A JP 2008307607A JP 2010133093 A JP2010133093 A JP 2010133093A
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joint
base
shaped member
rod
column
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JP5271059B2 (en
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Yutaka Tanaka
豊 田中
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Tanaka Ltd
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Tanaka Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To increase the strength including the compressive strength of a joint part by filling the defective section of the joint part of a column with a solidifying agent. <P>SOLUTION: Storage parts 20, 21 capable of storing a joint metal fitting 1 from the lower surface (joint end surface) 16 of the column (second bar-like member) 15 are formed. The joint metal fitting 1 is fixed to the upper surface 12 of a base (first bar-like member) 11 with screws 28 (a). The column 15 is placed on the upper surface 12 of the base 11, the joint metal fitting 1 (including the heads of the screws 28) are stored in the storage parts 20, 21, and the gap 26 is formed in the storage part 20 (b). Next, a drift pin 29 extending through a pin hole 23 of the column 15 is inserted through the joint metal fitting 1. A liquid solidifying agent 31 is injected into the gap 26 inside the storage part 20 to constitute the joint structure 40 of the base 11 and the column 15 after the solidification (c). <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

この発明は、主に木造構造物に適用する土台と柱をはじめ、柱と梁、梁と桁などの棒状部材の接合構造に関する。   BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining structure of rod-shaped members such as a pillar and a beam, a beam and a girder, as well as a base and a column mainly applied to a wooden structure.

従来、土台の上面に柱の下面を接合する場合には、
(1) 土台を貫通したアンカーボルトに、土台上面で接続用の金物を固定する。あるいは、接続金物を貫通したスクリュービスを土台にねじ込み、土台に接続用金物を固定する。
(2) 柱の下面の中央部に、接続金物を収容する収容部を切り欠きを形成し、柱の側面から収容部を貫通する、貫通穴を形成する。
(3) 柱の下面を土台上面において、柱の収容部に接続金物を収容すると共に、柱の下面の周辺部を土台の上面に当接させる。
(4) 柱の側面の貫通穴からピンを挿入して、ピンを接続金物の透孔を貫通して、他側の貫通穴に至らせ、接続金物と柱とを固定する。
(5)以上のようにして、接続金物を介して、土台と柱が固定された(図1)。この場合、接続金物は様々な構造があった(例えば、特許文献1、2)。
特開2007−186954 特開2002−303004
Conventionally, when joining the lower surface of the pillar to the upper surface of the base,
(1) Fix the connection hardware on the top surface of the anchor bolt that penetrates the base. Alternatively, a screw screw penetrating the connection hardware is screwed into the base, and the connection hardware is fixed to the base.
(2) A notch is formed in the central portion of the lower surface of the column to accommodate the connection hardware, and a through hole is formed through the accommodating portion from the side surface of the column.
(3) The lower surface of the column is placed on the upper surface of the base, the connection hardware is accommodated in the housing portion of the column, and the peripheral portion of the lower surface of the column is brought into contact with the upper surface of the base.
(4) Insert a pin from the through hole on the side surface of the column, pass the pin through the through hole of the connection hardware, reach the through hole on the other side, and fix the connection hardware to the column.
(5) As described above, the base and the pillar were fixed via the connection hardware (FIG. 1). In this case, the connection hardware has various structures (for example, Patent Documents 1 and 2).
JP2007-186554 JP 2002-303004 A

前記従来の技術の場合、接合金物を取り付けるボルトの頭部などを考慮して、接合金物の表面と収容部内面との間には、間隙が形成されていた。従って、間隙の分だけ断面欠損が生じるので、外力の作用によっては、収容部の周辺で応力集中が生じるおそれもあった。   In the case of the prior art, a gap is formed between the surface of the joint metal and the inner surface of the housing portion in consideration of the head of the bolt to which the joint metal is attached. Accordingly, a cross-sectional defect is generated as much as the gap, and there is a possibility that stress concentration may occur in the vicinity of the accommodating portion depending on the action of an external force.

とりわけ、柱を土台に向けて下方に押圧する過大な外力が作用した場合、収容部周辺や貫通穴部分で柱に割れが生じるおそれがあった。 In particular, when an excessive external force that presses the column downward toward the base is applied, there is a possibility that the column may be cracked in the vicinity of the accommodating portion or in the through hole portion.

然るにこの発明は、収容部内に液状硬化材を充填して固化させたので、前記問題点を解決した。   However, according to the present invention, the liquid curing material is filled in the accommodating portion and solidified, so that the above-mentioned problems are solved.

即ちこの発明は、土台の上面に柱の下面を接合する構造であって、以下のように構成したことを特徴とする棒状部材の接合構造である。
(1) 前記土台の上面で柱接合位置に接合金物を固定する。
(2) 前記柱の下面を切り欠いて、前記接合金物を収容できる収容部を形成する。
(3) 前記柱の下面を、前記土台の上面に当接して、前記柱を立設するとともに、前記接合金物を前記収容部に収容する。
(4) 固定ピンを、前記柱を貫通させて、前記接合金物の貫通穴を挿通させる。
(5) 前記収容部内に液状固化剤を注入して、前記収容部と前記接合金物との間隙を埋める。
That is, the present invention has a structure in which the lower surface of the column is bonded to the upper surface of the base, and is configured as follows.
(1) Fix the joint hardware at the column joint position on the upper surface of the base.
(2) A lower surface of the column is cut away to form a receiving portion that can receive the joint hardware.
(3) The lower surface of the column is brought into contact with the upper surface of the base to erect the column and accommodate the joint hardware in the accommodating portion.
(4) A fixing pin is inserted through the through hole of the metal fitting through the pillar.
(5) A liquid solidifying agent is injected into the housing portion to fill a gap between the housing portion and the bonding hardware.

また、前記において、以下のように構成したことを特徴とする棒状部材の接合構造である。
(1) 収容部は、土台の下面に固定して、少なくとも接続金物の上方を覆い、
(2) 柱の下面で収容部以外の面は、直接に又はパッキン材を介して、前記土台の上面に載置される。また、前記において、以下のように構成したことを特徴とする棒状部材の接合構造である。
(1) 収容部の上面と、土台の上面と、土台に固定される接続金物の下面に固定して、少なくとも接続金物の上方を覆い、
(2) 柱の下面で収容部以外の面は、直接に又はパッキン材を介して、前記土台の上面に載置される。
Moreover, in the above, it is the joining structure of the rod-shaped member characterized by having been comprised as follows.
(1) The housing part is fixed to the lower surface of the base and covers at least the upper part of the connection hardware.
(2) Surfaces other than the accommodating portion on the lower surface of the pillar are placed on the upper surface of the base directly or via a packing material. Moreover, in the above, it is the joining structure of the rod-shaped member characterized by having been comprised as follows.
(1) Fixing to the upper surface of the housing, the upper surface of the base, and the lower surface of the connection hardware fixed to the base, covering at least the upper part of the connection hardware,
(2) Surfaces other than the accommodating portion on the lower surface of the pillar are placed on the upper surface of the base directly or via a packing material.

更に、この発明は、第1の棒状部材の側面に第2の棒状部材の端面を固定する構造であって、以下のように構成したことを特徴とする棒状部材の接合構造である。
(1) 前記第1の棒状部材の側面で、第2の棒状部材の接合位置に、接合金物を固定する。
(2) 前記第2の棒状部材の接合端面を切り欠いて、前記接合金物を収容できる収容部を形成する。
(3) 前記第2の棒状部材の接合端面を、前記第1の棒状部材の側面に当接して、前記第2の接合部材を立設するとともに、前記接合金物を前記第2の棒状部材の収容部に収容する。
(4) 固定ピンを、前記第2の棒状部材を貫通させて、前記接合金物の貫通穴を挿通させる。
(5) 前記収容部内に液状固化剤を注入して、収容部と接合金物との間隙を埋める。
Furthermore, this invention is a structure for fixing the end face of the second rod-shaped member to the side surface of the first rod-shaped member, and is a rod-shaped member joining structure configured as follows.
(1) On the side surface of the first rod-shaped member, a joint metal is fixed at the joining position of the second rod-shaped member.
(2) The joint end surface of the second rod-shaped member is cut out to form a housing portion that can house the joint hardware.
(3) The joining end surface of the second rod-shaped member is brought into contact with the side surface of the first rod-shaped member, the second joining member is erected, and the joint hardware is attached to the second rod-shaped member. Store in the storage unit.
(4) A fixing pin is inserted through the second rod-shaped member and through the through hole of the metal joint.
(5) A liquid solidifying agent is injected into the housing part to fill a gap between the housing part and the metal joint.

前記における第1の棒状部材と第2の棒状部材の組合せは、土台と柱の場合が効果的であるが、任意である。第1の棒状部材の側面(上面、下面を含む)に第2の棒状部材の接合端面が接合され、第1の棒状部材の側面に第2の棒状部材の接合端面から圧縮荷重が作用する仕口が好ましい。例えば、梁−柱の上端、梁−柱の下端、柱−梁、梁−小梁 等に適用することもできる。   The combination of the first rod-shaped member and the second rod-shaped member in the above is effective in the case of the base and the column, but is arbitrary. The joint end surface of the second rod-shaped member is joined to the side surface (including the upper surface and the lower surface) of the first rod-shaped member, and a compressive load acts on the side surface of the first rod-shaped member from the joint end surface of the second rod-shaped member. The mouth is preferred. For example, the present invention can be applied to a beam-column upper end, a beam-column lower end, a column-beam, a beam-small beam, and the like.

この発明は、柱をはじめとする「第2の棒状部材」の下面を切り欠いて、土台をはじめとする「第1の棒状部材」に固定した接続金物を収容する収容部を形成する場合に、収容部内で接続金物以外の間隙に液状固化剤を注入固化させる。従って、収容部の断面欠損を補うことができるので、「第2の棒状部材」と、接合金物と、「第1の棒状部材」との一体性を高めるので、接合部の強度を高めることができ、取り分け、「第2の棒状部材」から「第1の棒状部材」に向けての圧縮強度を高めることができる効果がある。   This invention is used when forming a housing portion for housing a connection hardware fixed to a “first rod-shaped member” including a base by cutting out a lower surface of a “second rod-shaped member” including a column. Then, the liquid solidifying agent is injected and solidified in the gaps other than the connection hardware in the accommodating portion. Therefore, since the cross-sectional defect | deletion of an accommodating part can be compensated, since the integrity of a "2nd rod-shaped member", a joining metal fitting, and a "1st rod-shaped member" is improved, the intensity | strength of a junction part can be raised. In particular, there is an effect that the compressive strength from the “second rod-shaped member” to the “first rod-shaped member” can be increased.

接合金物1は、第1接合板2の略中央に第2接合板6を突設した略T字状に形成される。
柱(第2の棒状部材)15の下面(接合端面)16から、第1接合板2を収容できる第1収容部20と、第2接合板6を収容する第2収容部21とを形成する。土台(第1の棒状部材)11の上面12に、接合金物1の第1接合板2をビス28、28で固定する。土台11の上面12に、柱15を載置して、収容部20、21に接合金物1(ビス28の頭部を含める)を納める((図1(b))。この際、第1収容部20内に間隙26が形成される(図1(b))。
続いて、柱15のピン孔23を貫通したドリフトピン29を、第1接合板2を貫通させて、柱15と接合金物1とを固定する(図2(c)(d))。
続いて、第1収容部20内の間隙26に液状固化剤31を注入する。液状固化剤31が固化したならば、間隙26が埋められて、土台11と柱15の接合構造40を構成する(図1(c))。
The metal joint 1 is formed in a substantially T shape in which a second joint plate 6 protrudes from the approximate center of the first joint plate 2.
From the lower surface (joint end face) 16 of the column (second rod-like member) 15, a first housing portion 20 that can house the first joint plate 2 and a second housing portion 21 that houses the second joint plate 6 are formed. . The first bonding plate 2 of the bonding hardware 1 is fixed to the upper surface 12 of the base (first rod-shaped member) 11 with screws 28 and 28. The column 15 is placed on the upper surface 12 of the base 11, and the joint hardware 1 (including the head of the screw 28) is placed in the housing portions 20 and 21 ((b) in FIG. 1). A gap 26 is formed in the portion 20 (FIG. 1B).
Subsequently, the drift pin 29 penetrating the pin hole 23 of the column 15 is penetrated through the first bonding plate 2 to fix the column 15 and the metal fitting 1 (FIGS. 2C and 2D).
Subsequently, the liquid solidifying agent 31 is injected into the gap 26 in the first storage unit 20. When the liquid solidifying agent 31 is solidified, the gap 26 is filled to form the joint structure 40 between the base 11 and the pillar 15 (FIG. 1C).

[1]接合金物1 [1] Bonding hardware 1

接合金物1は、土台11の上面12に当接する第1接合板2の略中央に、柱15の下面から挿入される第2接合板6を突設した略T字状に形成される。第1接合板2で、第2接合板6を挟んだ両側にビス用の透孔4、4が穿設されている。また、第2接合板6にピンを挿通する貫通孔8を形成し、また一側を切り欠いてピンを貫通係止できる係止孔9(貫通孔)を形成する。
接合金物1は、第1接合板片3、3a、第2接合板片7、7aを有する鋼板を折り曲げて形成される。尚、接合金物1の構造、製造方法は任意である。
The metal joint 1 is formed in a substantially T-shape in which a second joint plate 6 inserted from the lower surface of the column 15 protrudes at a substantially center of the first joint plate 2 that contacts the upper surface 12 of the base 11. On the both sides of the first bonding plate 2 with the second bonding plate 6 interposed, screw through holes 4 and 4 are formed. Moreover, the through-hole 8 which penetrates a pin is formed in the 2nd joining board 6, and the latching hole 9 (through-hole) which can carry out the penetration lock of the pin by notching one side is formed.
The metal joint 1 is formed by bending a steel plate having the first joint plate pieces 3, 3a and the second joint plate pieces 7, 7a. In addition, the structure and manufacturing method of the joining hardware 1 are arbitrary.

[2]土台11(第1の棒状部材) [2] Base 11 (first rod-like member)

土台1は、コンクリート基礎(図示していない)に埋設されたアンカーボルト等(図示していない)で、コンクリート基礎に連結されている(図示していない)。   The base 1 is connected to a concrete foundation (not shown) with anchor bolts (not shown) embedded in a concrete foundation (not shown).

[3]柱15(第2の棒状部材) [3] Pillar 15 (second rod-shaped member)

柱15は、下面16から上方に向けて、第1接合板2を収容できる平面形状の第1収容部20を形成し、第1収容部20から上方に向けて、第2接合板6を収容する第2収容部21を形成する。また、柱15の下面16で、第1収容部20の残余部分にパッキン24を貼り付ける(図2(a)(b))。
柱15の側面17から対向する側面17aに向けて、第2収容部6を貫通するピン孔23、23を形成する。ピン孔23、」23は接合状態で、それぞれ接合金物1の貫通孔8及び係止孔9と一致するように形成されている。
The column 15 forms a planar first housing part 20 that can accommodate the first joining plate 2 upward from the lower surface 16, and accommodates the second joining plate 6 upward from the first housing part 20. The 2nd accommodating part 21 to be formed is formed. Moreover, the packing 24 is affixed on the remaining part of the 1st accommodating part 20 with the lower surface 16 of the pillar 15 (FIG. 2 (a) (b)).
Pin holes 23, 23 penetrating the second accommodating portion 6 are formed from the side surface 17 of the column 15 toward the opposing side surface 17 a. The pin holes 23, “23” are formed so as to coincide with the through holes 8 and the locking holes 9 of the metal joint 1 in the joined state.

[4]液状固化剤31 [4] Liquid solidifying agent 31

液状固化剤31として、例えば、特殊膨張材を使用したセメント系の無収縮材で、試験温度20℃、練り混ぜ水量18%、で以下のような性質を有するものを採用する。
・軟度(J14漏斗による)8秒
・ブルージング率 0%
・圧縮強さ(1日) 26.8 N/mm
・圧縮強さ(7日) 51.1 N/mm
・圧縮強さ(28日)60.3 N/mm
尚、液状固化剤31は上記性質のものが好ましいが、これに限られない。また、セメント系、樹脂系に等任意である。
As the liquid solidifying agent 31, for example, a cement-based non-shrink material using a special expansion material, which has the following properties at a test temperature of 20 ° C. and a mixing water amount of 18%, is adopted.
・ Softness (by J14 funnel) 8 seconds ・ Blouzing rate 0%
・ Compressive strength (1 day) 26.8 N / mm 2
・ Compressive strength (7 days) 51.1 N / mm 2
・ Compressive strength (28 days) 60.3 N / mm 2
In addition, although the thing of the said property is preferable, the liquid solidifying agent 31 is not restricted to this. Also, it is optional for cement type, resin type and the like.

[5]接合構造40 [5] Joining structure 40

(1) 土台11の上面12で、柱接合位置に合わせて、接合金物1を載置して、透孔4、4から土台1に向けてビス28、28を打ち込んで、土台11と接合金物1とを固定する。この状態で、ビス28の頭部が接合金物1の第1接合板2の上面から上方に突出している(図2(a)(b)、図1(a))。 (1) On the upper surface 12 of the base 11, the joint hardware 1 is placed in accordance with the column joining position, and screws 28 and 28 are driven from the through holes 4 and 4 toward the base 1, and the base 11 and the joint hardware are placed. 1 is fixed. In this state, the head of the screw 28 protrudes upward from the upper surface of the first joining plate 2 of the joint metal 1 (FIGS. 2A and 2B, FIG. 1A).

(2) 続いて、柱15を土台11の上方から下降して、収容部20、21に接合金物1が納まるように、柱15を土台11の上面12に載置する(図1(b))。この状態で、柱15の下面16(パッキン24)が土台11の上面12に載置され、接合金物1の第2接合板6が第2収容部21内に嵌挿収容される。また、接合金物1の第1接合板2及びビス28の頭部が第1収容部20内に収容され、第1接合板2の上面及びビス28の頭部の上方と、第1収容部20の内面との間に間隙26が形成される(図1(b))。 (2) Subsequently, the column 15 is lowered from above the base 11, and the column 15 is placed on the upper surface 12 of the base 11 so that the joint hardware 1 is accommodated in the housing portions 20 and 21 (FIG. 1B). ). In this state, the lower surface 16 (packing 24) of the column 15 is placed on the upper surface 12 of the base 11, and the second bonding plate 6 of the metal joint 1 is fitted and housed in the second housing portion 21. The first joint plate 2 and the head of the screw 28 of the joint hardware 1 are housed in the first housing portion 20, the upper surface of the first joint plate 2 and the top of the screw 28, and the first housing portion 20. A gap 26 is formed between the inner surface and the inner surface (FIG. 1B).

(3) 続いて、第1接合板2の貫通孔8、係止孔9と柱15のピン孔23、23が連通するので、ピン孔23、23からドリフトピン29、29を挿入して、貫通孔8、係止孔9(第2収容部21)をそれぞれ貫通して、他側のピン孔23に至らせる。(図2(c)(d))。この状態で、接合金物1を介して、土台11と柱15とが接合される。 (3) Subsequently, since the through holes 8 and the locking holes 9 of the first joining plate 2 communicate with the pin holes 23 and 23 of the pillar 15, the drift pins 29 and 29 are inserted from the pin holes 23 and 23, The through hole 8 and the locking hole 9 (second accommodating portion 21) are respectively penetrated to reach the pin hole 23 on the other side. (FIGS. 2C and 2D). In this state, the base 11 and the column 15 are joined via the joint hardware 1.

(4) 続いて、第1収容部20内の間隙26に液状固化剤31を注入する。液状固化剤31が固化したならば、間隙26が埋められて、土台11と柱15の接合構造40を構成する(図1(c))。 (4) Subsequently, the liquid solidifying agent 31 is injected into the gap 26 in the first housing portion 20. When the liquid solidifying agent 31 is solidified, the gap 26 is filled to form the joint structure 40 between the base 11 and the pillar 15 (FIG. 1C).

[6]試験例 [6] Test example

(1)試験体
表1に示すような材質で、
・120×120mmの土台11、
・120×120mmの柱15
を構成し、接続金物1の向き(即ち、土台11の軸11aに方向に対して、「収容部20、21が抜ける方向」が直交する構造を「縦」、並列する方向を「横」とする)の違いで、試験体HYC(図4(a))、HY2(図4(b))、PTC(図5(a))、PT(図5(b))の4種類を試験した。HYCとHYとの違い、PTCとPTとの違いは、液状固化剤の有無であり、従来例と本願発明の相違である。
接続金物1は、前記実施例(図2(a)(b))に示す構造である。
液状固化剤31は、前記実施例のセメント系の無収縮材を通常の水セメント比で使用した。
(1) Specimen The materials shown in Table 1
・ The base 11 of 120 * 120mm,
・ 120 × 120mm pillar 15
The structure in which the direction of the connecting hardware 1 (that is, the direction in which the accommodating portions 20 and 21 are pulled out) is orthogonal to the direction of the axis 11a of the base 11 is “vertical”, and the direction in which the parallel parts 1 are parallel is “horizontal”. The test specimens HYC (FIG. 4A), HY2 (FIG. 4B), PTC (FIG. 5A), and PT (FIG. 5B) were tested. The difference between HYC and HY and the difference between PTC and PT is the presence or absence of a liquid solidifying agent, which is the difference between the conventional example and the present invention.
The connection hardware 1 has the structure shown in the embodiment (FIGS. 2A and 2B).
As the liquid solidifying agent 31, the cement-based non-shrinkage material of the above-described example was used at a normal water cement ratio.

(2)試験方法
柱15に、徐々に圧縮荷重(土台に向けて下方の荷重)を掛けて、柱15の下面16の変位を測定した。
(2) Test Method The displacement of the lower surface 16 of the column 15 was measured by gradually applying a compressive load (a downward load toward the base) to the column 15.

(3)試験結果
変位−荷重曲線を、図6(a)(b)、図7(a)(b)に示す。
本願発明の実施例である液状固化剤を注入したHY2、PTでは、液状固化剤が無い従来例に比して、最大荷重が大きく増加した。
とりわけ、変位が少ない段階(変位5mm程度)で大きな荷重を負担できる(図6、図7)。更に、例えば変位2mmの段階での荷重を比較すれば、液状固化剤15を注入すれば大きな荷重を負担できることが分かる(表1、図6、図7)。
(3) Test results The displacement-load curves are shown in FIGS. 6 (a) and 6 (b) and FIGS. 7 (a) and 7 (b).
In HY2 and PT into which the liquid solidifying agent was injected as an example of the present invention, the maximum load was greatly increased as compared with the conventional example without the liquid solidifying agent.
In particular, a large load can be borne at a stage where the displacement is small (displacement of about 5 mm) (FIGS. 6 and 7). Further, for example, comparing the load at the stage of 2 mm displacement, it can be seen that a large load can be borne by injecting the liquid solidifying agent 15 (Table 1, FIG. 6, FIG. 7).

Figure 2010133093
Figure 2010133093

[7]他の実施例 [7] Other embodiments

(1) 前記実施例において、接合金物1の構造は前記例に限られず、土台11に固定でき、かつ柱15に形成した収容部20内に収容される構造であれば、任意である(図示していない)。 (1) In the said Example, the structure of the joining metal fitting 1 is not restricted to the said example, If it is a structure which can be fixed to the base 11 and is accommodated in the accommodating part 20 formed in the pillar 15 (FIG. Not shown).

(2) また、前記実施例において、第1棒状部材として土台11、第2棒状部材として柱15に適用したが、他の接合部位に適用することもできる。例えば、接合金物1を固定する第1棒状部材として柱15を選定して、第2棒状部材を梁35とした例を図3に示す。
この場合、接続金物1は、柱15の側面17に固定される第1接合板2の略中央に、梁35の接合端面37に挿入される第2接合板6を突設した略T字状に形成される。梁35の接合端面37には、前記実施例同様に、接続金物1に対応した収容部20、21が形成されている(図3(a)(b))。
続いて、前記実施例と同様に、柱15の側面17にビス28、28で接続金物1を固定して、梁35の接合端面37を柱15の側面17に当接して、収容部20、21に接続金物1を収容する。続いて、梁35のピン孔36を貫通したドリフトピン29を接続金物1の貫通孔8を貫通させる(図3(a)(b))。続いて、収容部20(または、更に収容部21)に液状固化剤31を充填して、この発明の接合構造40を構成する(図3(c))。
(2) Moreover, in the said Example, although applied to the base 11 as a 1st rod-shaped member and the pillar 15 as a 2nd rod-shaped member, it is also applicable to another joining site | part. For example, FIG. 3 shows an example in which the column 15 is selected as the first rod-shaped member for fixing the metal joint 1 and the second rod-shaped member is the beam 35.
In this case, the connection hardware 1 has a substantially T-shape in which the second joint plate 6 inserted into the joint end surface 37 of the beam 35 protrudes from the approximate center of the first joint plate 2 fixed to the side surface 17 of the column 15. Formed. On the joint end surface 37 of the beam 35, the accommodating portions 20 and 21 corresponding to the connection hardware 1 are formed as in the above embodiment (FIGS. 3A and 3B).
Subsequently, as in the above-described embodiment, the connection hardware 1 is fixed to the side surface 17 of the column 15 with screws 28 and 28, the joint end surface 37 of the beam 35 is brought into contact with the side surface 17 of the column 15, The connection hardware 1 is accommodated in 21. Subsequently, the drift pin 29 penetrating the pin hole 36 of the beam 35 is caused to penetrate the through hole 8 of the connection hardware 1 (FIGS. 3A and 3B). Subsequently, the housing portion 20 (or further the housing portion 21) is filled with the liquid solidifying agent 31 to constitute the joining structure 40 of the present invention (FIG. 3C).

この発明の実施例の構築途中の概略した縦断面図で、(a)は土台に接合金物を固定した状態、(b)は土台に柱を載せた状態、(c)はドリフトピンを挿入して、液状硬化剤を注入した状態、をそれぞれ表す。BRIEF DESCRIPTION OF THE DRAWINGS It is the longitudinal cross-sectional view in the middle of construction of the Example of this invention, (a) is the state which fixed the metal fitting to the base, (b) is the state which mounted the pillar on the base, (c) is inserting the drift pin. And the state in which the liquid curing agent is injected. 同じくこの発明の実施例で、(a)は柱を接合する前の概略した縦断面図、(b)は(a)のA−A線における縦断面図、(c)は柱を接合した後の概略した縦断面図、(d)は(c)のB−B線における縦断面図である。Similarly, in the embodiment of the present invention, (a) is a schematic longitudinal sectional view before joining columns, (b) is a longitudinal sectional view taken along line AA in (a), and (c) is after joining the columns. (D) is the longitudinal cross-sectional view in the BB line of (c). この発明の他の実施例で、(a)は液状硬化剤を注入する前の概略した縦断面図、(b)は液状硬化剤を注入する前の概略した横断面図、(c)は液状硬化剤を注入した後の概略した横断面図である。In another embodiment of the present invention, (a) is a schematic longitudinal sectional view before injecting the liquid curing agent, (b) is a schematic transverse sectional view before injecting the liquid curing agent, and (c) is liquid. It is the schematic cross-sectional view after inject | pouring a hardening | curing agent. この発明の試験例の試験体の斜視図を表し(a)は従来例、(b)は本願発明である。The perspective view of the test body of the test example of this invention is represented, (a) is a prior art example, (b) is this invention. この発明の他の試験例の試験体の斜視図を表し(a)は従来例、(b)は本願発明である。The perspective view of the test body of the other test example of this invention is represented, (a) is a prior art example, (b) is this invention. この発明の試験例のグラフ(変位−荷重)で、(a)は図4(a)の試験体、(b)は図4(b)の試験体の場合をそれぞれ表す。It is a graph (displacement-load) of the test example of this invention, (a) represents the case of the test body of Fig.4 (a), (b) represents the case of the test body of FIG.4 (b), respectively. この発明の他の試験例のグラフ(変位−荷重)で、(a)は図5(a)の試験体、(b)は図5(b)の試験体の場合をそれぞれ表す。It is a graph (displacement-load) of the other test example of this invention, (a) represents the case of the test body of Fig.5 (a), (b) represents the case of the test body of FIG.5 (b), respectively.

符号の説明Explanation of symbols

1 接合金物
2 接合金物の第1接合板
4 第1接合板の透孔
6 接合金物の第2接合板
8 第2接合板の貫通孔
9 第2接合板の係止孔(貫通孔)
11 土台
11a 土台の軸
12 土台の上面
15 柱
16 柱の下面
17 柱の側面
20 柱の第1収容部
21 柱の第2収容部
23 柱のピン孔
24 柱のパッキン
26 間隙
28 ビス
29 ドリフトピン
31 液状固化剤
35 梁
36 梁のピン孔
37 梁の接合端面
DESCRIPTION OF SYMBOLS 1 Joining metal 2 Joining metal 1st joining plate 4 1st joining plate through-hole 6 Joining metal 2nd joining plate 8 Second joining plate through-hole 9 Locking hole (through-hole) of 2nd joining plate
DESCRIPTION OF SYMBOLS 11 Base 11a Base axis | shaft 12 Base upper surface 15 Column 16 Column lower surface 17 Column side surface 20 Column 1st accommodating part 21 Column 2nd accommodating part 23 Column pin hole 24 Column packing 26 Gap 28 Screw 29 Drift pin 31 Liquid solidifying agent 35 Beam 36 Beam pin hole 37 Beam end face of beam

Claims (4)

土台の上面に柱の下面を接合する構造であって、以下のように構成したことを特徴とする棒状部材の接合構造。
(1) 前記土台の上面で柱接合位置に接合金物を固定する。
(2) 前記柱の下面を切り欠いて、前記接合金物を収容できる収容部を形成する。
(3) 前記柱の下面を、前記土台の上面に当接して、前記柱を立設するとともに、前記接合金物を前記収容部に収容する。
(4) 固定ピンを、前記柱を貫通させて、前記接合金物の貫通穴を挿通させる。
(5) 前記収容部内に液状固化剤を注入して、前記収容部と前記接合金物との間隙を埋める。
A structure for joining rod-like members to the upper surface of a base, which is constructed as follows.
(1) Fix the joint hardware at the column joint position on the upper surface of the base.
(2) A lower surface of the column is cut away to form a receiving portion that can receive the joint hardware.
(3) The lower surface of the column is brought into contact with the upper surface of the base to erect the column and accommodate the joint hardware in the accommodating portion.
(4) A fixing pin is inserted through the through hole of the metal fitting through the pillar.
(5) A liquid solidifying agent is injected into the housing portion to fill a gap between the housing portion and the bonding hardware.
以下のように構成したことを特徴とする請求項1記載の棒状部材の接合構造。
(1) 収容部は、土台の下面に固定して、少なくとも接続金物の上方を覆い、
(2) 柱の下面で収容部以外の面は、直接に又はパッキン材を介して、前記土台の上面に載置される。
The rod-shaped member joining structure according to claim 1, which is configured as follows.
(1) The housing part is fixed to the lower surface of the base and covers at least the upper part of the connection hardware.
(2) Surfaces other than the accommodating portion on the lower surface of the pillar are placed on the upper surface of the base directly or via a packing material.
以下のように構成したことを特徴とする請求項1記載の棒状部材の接合構造。
(1) 収容部の上面と、土台の上面と、土台に固定される接続金物の下面に固定して、少なくとも接続金物の上方を覆い、
(2) 柱の下面で収容部以外の面は、直接に又はパッキン材を介して、前記土台の上面に載置される。
The rod-shaped member joining structure according to claim 1, which is configured as follows.
(1) Fixing to the upper surface of the housing, the upper surface of the base, and the lower surface of the connection hardware fixed to the base, covering at least the upper part of the connection hardware,
(2) Surfaces other than the accommodating portion on the lower surface of the pillar are placed on the upper surface of the base directly or via a packing material.
第1の棒状部材の側面に第2の棒状部材の端面を固定する構造であって、以下のように構成したことを特徴とする棒状部材の接合構造。
(1) 前記第1の棒状部材の側面で、第2の棒状部材の接合位置に、接合金物を固定する。
(2) 前記第2の棒状部材の接合端面を切り欠いて、前記接合金物を収容できる収容部を形成する。
(3) 前記第2の棒状部材の接合端面を、前記第1の棒状部材の側面に当接して、前記第2の接合部材を立設するとともに、前記接合金物を前記第2の棒状部材の収容部に収容する。
(4) 固定ピンを、前記第2の棒状部材を貫通させて、前記接合金物の貫通穴を挿通させる。
(5) 前記収容部内に液状固化剤を注入して、収容部と接合金物との間隙を埋める。
A structure for fixing the end faces of the second bar-shaped member to the side surface of the first bar-shaped member, which is structured as follows.
(1) On the side surface of the first rod-shaped member, a joint metal is fixed at the joining position of the second rod-shaped member.
(2) The joint end surface of the second rod-shaped member is cut out to form a housing portion that can house the joint hardware.
(3) The joining end surface of the second rod-shaped member is brought into contact with the side surface of the first rod-shaped member, the second joining member is erected, and the joint hardware is attached to the second rod-shaped member. Store in the storage unit.
(4) A fixing pin is inserted through the second rod-shaped member and through the through hole of the metal joint.
(5) A liquid solidifying agent is injected into the housing part to fill a gap between the housing part and the metal joint.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104343187A (en) * 2013-08-06 2015-02-11 住友林业株式会社 Coupling member, method for producing coupling member, and wooden member joint structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10266363A (en) * 1997-03-26 1998-10-06 Kayoko Motojima Structure construction method by two-member jointing metal fixture
JP2003013507A (en) * 2001-06-29 2003-01-15 Uesuto:Kk Joining structure of wooden building

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10266363A (en) * 1997-03-26 1998-10-06 Kayoko Motojima Structure construction method by two-member jointing metal fixture
JP2003013507A (en) * 2001-06-29 2003-01-15 Uesuto:Kk Joining structure of wooden building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104343187A (en) * 2013-08-06 2015-02-11 住友林业株式会社 Coupling member, method for producing coupling member, and wooden member joint structure
CN104343187B (en) * 2013-08-06 2018-11-20 住友林业株式会社 Bonded block, the manufacturing method of bonded block and the wooden components joining structure

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