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JPH0781327B2 - Method of joining columns and beams in a wooden structure - Google Patents
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JPH0781327B2 - Method of joining columns and beams in a wooden structure - Google Patents

Method of joining columns and beams in a wooden structure

Info

Publication number
JPH0781327B2
JPH0781327B2 JP4337120A JP33712092A JPH0781327B2 JP H0781327 B2 JPH0781327 B2 JP H0781327B2 JP 4337120 A JP4337120 A JP 4337120A JP 33712092 A JP33712092 A JP 33712092A JP H0781327 B2 JPH0781327 B2 JP H0781327B2
Authority
JP
Japan
Prior art keywords
joining
columns
column
insertion hole
beams
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP4337120A
Other languages
Japanese (ja)
Other versions
JPH06207431A (en
Inventor
清一 高坂
Original Assignee
住商建材株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 住商建材株式会社 filed Critical 住商建材株式会社
Priority to JP4337120A priority Critical patent/JPH0781327B2/en
Publication of JPH06207431A publication Critical patent/JPH06207431A/en
Publication of JPH0781327B2 publication Critical patent/JPH0781327B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は木構造における柱・梁の
接合方法に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of joining columns and beams in a wooden structure.

【0002】[0002]

【従来の技術】本発明者は実開平1−138001号公
報において、接合すべき木製部材のうち、一方の部材に
は材軸方向に延び、端部が同一方の部材の接合端に開口
する接合桿挿入孔を設け、他方の部材には前記一方の部
材の材軸の延長方向に延びる接合桿貫通孔を設け、同接
合桿挿入孔及び前記接合桿挿入孔に亘って接合桿を挿入
するとともに、同接合桿と前記各孔の内周面との間隙に
接着剤を填装した木構造における部材接合装置を提案し
た。
2. Description of the Related Art In Japanese Utility Model Laid-Open No. 1-138001, the inventor of the present invention discloses that one of the wooden members to be joined extends in the material axis direction and has an end opening at the joining end of the same member. A joining rod insertion hole is provided, a joining rod through hole extending in the extension direction of the material axis of the one member is provided in the other member, and the joining rod is inserted across the joining rod insertion hole and the joining rod insertion hole. At the same time, a member joining device in a wooden structure was proposed in which an adhesive was filled in the gap between the joining rod and the inner peripheral surface of each hole.

【0003】[0003]

【発明が解決しようとする課題】前記従来の方法によれ
ば図5に示すように、梁aの建込みに際しては、同梁a
及び柱bの各接合桿の挿入孔c,dに亘って接合桿eを
その一部が柱bより突出するように挿入した状態で、矢
印に示すように接合すべき梁a′の挿入孔c′を接合桿
eの突出部に嵌入し、前記各挿入孔に亘って充填剤を圧
入するので、梁の建込みは柱が片側にあるときにのみ可
能で、相隣る柱間に対する梁の建込みは不可能であっ
た。
According to the conventional method described above, as shown in FIG.
And the insertion hole of the beam a'to be joined as shown by the arrow in a state where the joining rod e is inserted over the insertion holes c and d of each joining rod of the pillar b so that a part thereof projects from the pillar b. Since the c'is fitted into the protruding portion of the joining rod e and the filler is press-fitted into each of the insertion holes, the beams can be built only when the columns are on one side. Could not be built.

【0004】本発明は前記従来技術の有する問題点に鑑
みて提案されたもので、その目的とする処は、両側に柱
がある場合においても、同柱間に梁の建込みが可能にな
る木構造における柱・梁の接合方法を提供する点にあ
る。
The present invention has been proposed in view of the above-mentioned problems of the prior art. The object of the present invention is to make it possible to construct a beam between columns even when there are columns on both sides. The point is to provide a method for joining columns and beams in a wooden structure.

【0005】[0005]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る木構造における柱・梁の接合方法によ
れば、所要間隔毎に配設された柱と同各柱に接する梁と
に跨がって設けられた挿入孔に、内周面に雌ねじを具え
たスリーブが先端に固着された接合桿を挿入、内蔵し、
相対する前記柱間に、材軸方向に貫通された挿入孔に、
内周面に雌ねじを具えたスリーブを先端に固着した接合
桿が挿入、内蔵された梁を吊り下ろし、次いで同梁を相
対する前記柱のうち一方の柱に接するように片寄せ、か
くして同梁と相対する前記柱のうち他方の柱との間に生
じた隙間から接合ねじ部材を介して同他方の柱と前記梁
内に夫々挿入、内蔵された各接合桿の先端スリーブを螺
着緊締して同梁を前記他方の柱に圧着し、かくして前記
一方の柱と梁との間に生じた隙間から接合ねじ部材を介
して同梁と前記一方の柱に夫々挿入された接合桿の各先
端スリーブを螺着緊締し、しかるのち、前記各柱梁にお
ける前記挿入孔内周面と前記接合桿との間に接着剤を填
装するものである。
In order to achieve the above-mentioned object, according to the method of joining columns and beams in a wooden structure according to the present invention, columns arranged at required intervals and beams contacting the columns are provided. Into the insertion hole that is provided across and, insert and incorporate the joining rod to which the sleeve with internal thread on the inner peripheral surface is fixed at the tip,
Between the columns facing each other, in the insertion hole penetrated in the material axis direction,
A connecting rod, which has a sleeve with female threads on the inner peripheral surface and is fixed to the tip, is inserted, the built-in beam is hung, and then the beam is offset so that it is in contact with one of the opposing columns, and thus the beam From the gap between the other of the columns facing each other through the joining screw member into the other of the columns and the beam, respectively, and tighten the tip sleeves of the respective incorporated rods by screwing. And crimping the same beam to the other column, and thus each tip of the joining rod inserted into the beam and the one column through the joining screw member from the gap formed between the one column and the beam. The sleeve is screwed and tightened, and thereafter, an adhesive is filled between the inner peripheral surface of the insertion hole and the joint rod in each of the column beams.

【0006】[0006]

【作用】本発明は前記したように、所要間隔毎に配設さ
れた柱と同各柱に接する梁とに跨がって設けられた挿入
孔に、内周面に雌ねじを具えたスリーブが先端に固着さ
れた接合桿を挿入、内蔵しておき材軸方向に貫通された
挿入孔に、内周面に雌ねじを具えたスリーブが先端に固
着された接合桿の挿入された梁を、前記相対する柱間に
吊り下ろし、次いで同梁を相対する柱のうち、一方の柱
に接するように片寄せ、同一方の柱に対向する他方の柱
と前記梁との間に隙間を生起せしめ、同隙間に接合ねじ
部材を挿入して同部材を操作することによって、接合桿
先端のスリーブと、前記一方の柱の挿入孔に挿入、内蔵
された接合桿先端のスリーブとを螺着緊締して、前記他
方の柱に前記梁を固着し、この結果前記一方の柱と前記
梁との間に生じた隙間を利用して、前記同様にして他方
の柱と梁とを接合するものである。
As described above, according to the present invention, as described above, the sleeve provided with the internal thread on the inner peripheral surface is provided in the insertion hole provided across the pillars arranged at the required intervals and the beams in contact with the respective pillars. Insert the joint rod fixed to the tip, and keep the built-in insertion hole penetrating in the axial direction of the material, and insert the beam with the joint rod fixed to the tip with a sleeve equipped with an internal thread on the inner peripheral surface. Hanging between the opposite columns, then, among the opposite columns, the beam is biased to contact one column, causing a gap between the beam and the other column facing the same column, By inserting the joining screw member into the same gap and operating the member, the sleeve at the tip of the joining rod and the sleeve at the tip of the joining rod that is inserted into the insertion hole of the one column are screwed and tightened. , The beam is fixed to the other column, and as a result, the beam is generated between the one column and the beam. Using between the similarly is to bond the other columns and beams.

【0007】[0007]

【実施例】以下、本発明を図示の実施例について説明す
る。Aは梁で、材軸方向に鉄筋挿入孔1が貫通され、同
挿入孔1には前記した接合桿を構成する異形鉄筋、ねじ
ふし鉄筋等からなる鉄筋2、及び同鉄筋の先端にグリッ
プジョイントまたは螺着等の手段で固着された、内周面
に雌ねじを具えたスリーブ3が挿入、内蔵されている。
The present invention will be described below with reference to the illustrated embodiments. A is a beam, and a reinforcing bar insertion hole 1 is penetrated in the axial direction of the beam, and the deformed reinforcing bar constituting the above-mentioned joining rod, the reinforcing bar 2 made of a screw rod reinforcing bar and the like, and a grip joint at the tip of the reinforcing bar Alternatively, a sleeve 3 having an internal thread on the inner peripheral surface thereof, which is fixed by means such as screwing, is inserted and incorporated.

【0008】また所定間隔毎に配設された柱B,B′
と、同各柱に接する梁A′に跨がって挿入孔1が設けら
れ、同挿入孔には前記同様に、先端にスリーブ3が固定
された鉄筋2が挿入、内蔵されている。而して図1に示
すように相対する柱B,B′間に前記梁Aを吊り下ろ
し、図2の矢印に示すように同梁を一方の柱B′に接す
るように片寄せ、梁Aと他方の柱Bとの間に生じた隙間
tを利用して、前記したねじ接合部材を構成するボルト
4を相対する他方の柱B及び梁Aの各鉄筋挿入孔1に挿
入、内蔵された鉄筋2の先端スリーブ3間に螺着、緊締
して、前記梁Aを前記他方の柱Bに圧着する。
Further, columns B and B'arranged at predetermined intervals.
The insertion hole 1 is provided so as to straddle the beam A ′ in contact with each of the columns, and the reinforcing bar 2 having the sleeve 3 fixed to the tip thereof is inserted and incorporated into the insertion hole 1 in the same manner as described above. Then, as shown in FIG. 1, the beam A is hung between the opposing columns B and B ', and as shown by an arrow in FIG. Using the gap t generated between the other pillar B and the other pillar B, the bolts 4 constituting the above-mentioned screw joining member are inserted into the respective reinforcing bar insertion holes 1 of the other pillar B and the beam A facing each other and incorporated. The beam A is crimped to the other pillar B by screwing and tightening between the tip sleeves 3 of the reinforcing bars 2.

【0009】この結果、図3に示すように梁Aと前記一
方の柱B′と梁Aとの間に隙間tが生じるので、この隙
間tを利用して前記同様にしてボルト4を介して前記一
方の柱B′及び梁Aの各鉄筋挿入孔1に挿入された鉄筋
2の先端スリーブ3間に螺着、緊締する。前記したよう
に相隣る柱、梁の鉄筋挿入孔1に挿入された鉄筋の接合
が完了すると、止水シール材5を設置し、前記各鉄筋挿
入孔1内に、梁Aに設けた注入口6よりエポキシ樹脂の
如き接着剤を充填し、前記各挿入孔1とボルト4と柱
B,B′及び梁Aを一体化する。
As a result, as shown in FIG. 3, a gap t is formed between the beam A and the one pillar B'and the beam A. By utilizing this gap t, the bolt 4 is interposed in the same manner as described above. It is screwed and tightened between the tip sleeves 3 of the reinforcing bars 2 inserted into the reinforcing bar insertion holes 1 of the one pillar B'and the beam A. As described above, when the joining of the reinforcing bars inserted in the reinforcing bar insertion holes 1 of the adjacent columns and beams is completed, the water blocking sealing material 5 is installed, and the water repellent sealing material 5 is provided in each of the reinforcing bar insertion holes 1 to the beam A An adhesive such as an epoxy resin is filled from the inlet 6 to integrate the insertion hole 1, the bolt 4, the pillars B and B ′, and the beam A.

【0010】[0010]

【発明の効果】本発明によれば前記したように、所定間
隔毎に配設された柱と各柱に接する梁に跨がって設けら
れた挿入孔に、先端に内周雌ねじ部を具えたスリーブが
固着された接合桿を挿入し、相対する前記柱間に、軸方
向に貫通された挿入孔に、先端に内周雌ねじ部を具えた
スリーブが固着された接合桿が挿入、内蔵された梁を吊
り下ろし、同梁を相対する柱のうち、一方の柱に接する
ように片寄せ、かくして同梁と相対する柱のうち他方の
間に隙間を生ぜしめ、同隙間に接合ねじ材を挿入して前
記他方の柱と梁に挿入された各接合桿における先端スリ
ーブに螺着緊締することによって、前記他方の柱と梁と
を結合せしめる。
As described above, according to the present invention, the inner peripheral female screw portion is provided at the tip end of the insertion hole provided over the columns arranged at predetermined intervals and the beams in contact with the columns. Insert the joint rod to which the sleeve is fixed, and insert the joint rod to which the sleeve with the inner peripheral female thread at the tip is fixed between the opposing columns into the insertion hole that penetrates in the axial direction. The beam is hung down, and the beam is biased so that it touches one of the opposing columns, thus creating a gap between the other of the columns facing the beam and the joining screw material in the gap. The other column and the beam are coupled by being screwed and tightened to the tip sleeves of the respective connecting rods inserted and inserted into the other column and the beam.

【0011】この結果、同梁と前記一方の柱との間に生
じた隙間を利用して、前記同様に接合ねじ材を介して前
記一方の柱と梁とを結合し、しかるのち、前記各柱及び
梁における接合桿挿入孔と接合桿との間隙に接着剤を充
填することによって、前記各木製柱、梁部材はその接合
部にがたを生じることなく強固に接合され、柱が列設さ
れた場合においても、同柱間に梁を支障なく連続して接
合しうるものである。
As a result, the gap between the beam and the one column is used to connect the one column and the beam through the joining screw material in the same manner as described above. By filling the gap between the joining rod insertion hole and the joining rod in the pillar and the beam with an adhesive, the wooden pillars and the beam members are firmly joined without rattling the joints, and the pillars are arranged in rows. Even in the case of being damaged, the beam can be continuously connected between the columns without any trouble.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明に係る木構造における柱・梁の接合方法
において、梁の建込み工程を示す正面図である。
FIG. 1 is a front view showing a beam erection process in a method of joining columns and beams in a wooden structure according to the present invention.

【図2】前記相対する柱のうち他方の柱に対する梁の接
合工程を示す正面図である。
FIG. 2 is a front view showing a step of joining a beam to the other of the opposing columns.

【図3】前記相対する柱のうち一方の柱に対する梁の接
合工程を示す正面図である。
FIG. 3 is a front view showing a step of joining a beam to one of the opposing columns.

【図4】本発明の方法によって構成された柱・梁接合部
を示す一部縦正面図である。
FIG. 4 is a partial vertical front view showing a pillar / beam joint formed by the method of the present invention.

【図5】従来工法の説明図である。FIG. 5 is an explanatory diagram of a conventional method.

【符号の説明】[Explanation of symbols]

A 梁 B 他方の柱 B′ 一方の柱 1 鉄筋挿入孔 2 鉄筋 3 スリーブ 4 ボルト 5 止水シール材 6 注入口 A Beam B Other column B'One column 1 Reinforcing bar insertion hole 2 Reinforcing bar 3 Sleeve 4 Bolt 5 Water sealing material 6 Filling port

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 所要間隔毎に配設された柱と同各柱に接
する梁とに跨がって設けられた挿入孔に、内周面に雌ね
じを具えたスリーブが先端に固着された接合桿を挿入、
内蔵し、相対する前記柱間に、材軸方向に貫通された挿
入孔に、内周面に雌ねじを具えたスリーブを先端に固着
した接合桿が挿入、内蔵された梁を吊り下ろし、次いで
同梁を相対する前記柱のうち一方の柱に接するように片
寄せ、かくして同梁と相対する前記柱のうち他方の柱と
の間に生じた隙間から接合ねじ部材を介して同他方の柱
と前記梁内に夫々挿入、内蔵された各接合桿の先端スリ
ーブを螺着緊締して同梁を前記他方の柱に圧着し、かく
して前記一方の柱と梁との間に生じた隙間から接合ねじ
部材を介して同梁と前記一方の柱に夫々挿入された接合
桿の各先端スリーブを螺着緊締し、しかるのち、前記各
柱梁における前記挿入孔内周面と前記接合桿との間に接
着剤を填装することを特徴とする木構造における柱・梁
の接合方法。
1. A joint in which a sleeve having a female screw on the inner peripheral surface is fixed to the insertion hole provided across a column and a beam in contact with each column arranged at required intervals. Insert a rod,
A connecting rod with a sleeve with female threads on the inner peripheral surface fixed to the tip is inserted into an insertion hole penetrating in the axial direction between the columns that are built in and facing each other, and the built-in beam is suspended and then the same. The beam is biased so as to be in contact with one of the columns facing each other, and thus, from the gap generated between the beam and the other column of the columns facing the beam to the other column via the joining screw member. The tip sleeves of the respective joining rods inserted and built into the beam are screwed and tightened to crimp the beam to the other column, and thus the joining screw is made from the gap formed between the one column and the beam. Each tip sleeve of the joining rod inserted into the same beam and the one of the columns via the member is screwed and tightened, and thereafter, between the inner circumferential surface of the insertion hole and the joining rod in each of the column beams. A method for joining columns and beams in a wooden structure, which is characterized by filling an adhesive.
JP4337120A 1992-12-17 1992-12-17 Method of joining columns and beams in a wooden structure Expired - Fee Related JPH0781327B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4337120A JPH0781327B2 (en) 1992-12-17 1992-12-17 Method of joining columns and beams in a wooden structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4337120A JPH0781327B2 (en) 1992-12-17 1992-12-17 Method of joining columns and beams in a wooden structure

Publications (2)

Publication Number Publication Date
JPH06207431A JPH06207431A (en) 1994-07-26
JPH0781327B2 true JPH0781327B2 (en) 1995-08-30

Family

ID=18305630

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4337120A Expired - Fee Related JPH0781327B2 (en) 1992-12-17 1992-12-17 Method of joining columns and beams in a wooden structure

Country Status (1)

Country Link
JP (1) JPH0781327B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2798239B2 (en) * 1994-10-25 1998-09-17 博 鈴木 Building material fasteners

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6319603U (en) * 1986-07-23 1988-02-09
JPH0728251Y2 (en) * 1988-06-21 1995-06-28 鹿島建設株式会社 Joint structure of laminated timber beams in wooden structure
JPH035543A (en) * 1989-06-02 1991-01-11 Akira Kobayashi Method for joining together members of wood structure

Also Published As

Publication number Publication date
JPH06207431A (en) 1994-07-26

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