JP2005023622A - Connection device between column and horizontal member - Google Patents

Connection device between column and horizontal member Download PDF

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Publication number
JP2005023622A
JP2005023622A JP2003189254A JP2003189254A JP2005023622A JP 2005023622 A JP2005023622 A JP 2005023622A JP 2003189254 A JP2003189254 A JP 2003189254A JP 2003189254 A JP2003189254 A JP 2003189254A JP 2005023622 A JP2005023622 A JP 2005023622A
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JP
Japan
Prior art keywords
column
tenon
holes
horizontal member
mortices
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.)
Granted
Application number
JP2003189254A
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Japanese (ja)
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JP4001570B2 (en
Inventor
Sadayuki Hatakeyama
畠山貞幸
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kaneshin Co Ltd
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Kaneshin Co Ltd
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Filing date
Publication date
Application filed by Kaneshin Co Ltd filed Critical Kaneshin Co Ltd
Priority to JP2003189254A priority Critical patent/JP4001570B2/en
Publication of JP2005023622A publication Critical patent/JP2005023622A/en
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Publication of JP4001570B2 publication Critical patent/JP4001570B2/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a connection device between a column and a horizontal member, which is suited for replacing work of an existing column. <P>SOLUTION: According to the structure of the connection device, the horizontal member 2 and a sill 1 have mortices 6, 7 formed therein, respectively, and the column 3 has engaging holes 10, 11 formed in upper and lower edges thereof at locations corresponding to the mortices 6, 7, respectively, followed by inserting partially engageable tenons 4, 5 into front end sides of the mortices 6, 7, respectively. Then the tenons 4, 5 have through holes 12, 13 formed in the front end sides thereof at locations corresponding to insertion holes 8, 9 formed in connection rods 26, respectively, which insertion holes are formed in the horizontal member 2 etc. in a manner crossing the mortices, respectively. Further the tenons have through holes 14, 15 formed in rear end sides thereof at locations corresponding to insertion holes 16, 17 formed in the connection rods 26, respectively, which insertion holes are formed in a manner crossing the mortices, respectively. Further both ends of the respective operating strings 20, 21 penetrated through the tenons 4, 5 are taken out of the engaging holes 10, 11, and then taken via the edges of the column 3 to the outside. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【産業上の利用分野】
本発明は、柱と横材すなわち梁や桁などの横架材や土台との接合装置に関するもので、既設の柱の取替えや搬送上好適なほぞ付柱に適用するものである。
【0002】
【従来の技術】
柱に設けた受入穴にほぞ材の一端を嵌挿して前記柱に止着し、柱より突出する前記ほぞ材の他の一端を土台に嵌挿するようにした構造のものがある(例えば、特許文献1)。
【0003】
【特許文献1】
特開平10−338968号公報
【0004】
【発明が解決しようとする課題】
前記従来例は、柱側に加工成形していたほぞに代えて金属製の棒杆体をほぞ材に適用したものであるが、従前のほぞを加工成形した柱と同様に、ほぞ材が柱より突出しているので、既設の柱の取替えに適用できない。
【0005】
本発明は、従来例の斯様な欠点に着目し、既設の柱の取替え作業に用いるに好適な装置を提供すべく創案したものである。
【0006】
【課題を解決するための手段】
柱の端部に、梁や桁などの横架材や土台などの横材に設けたほぞ穴と一致する位置にして係合穴を設け、該係合穴内に、前記ほぞ穴に先端側の一半を係合するほぞ材を突出自在に収設し、該ほぞ材の前記先端側の一半に前記横材に前記ほぞ穴と交叉させて設けた、接続杆の嵌挿孔と一致させる貫通孔を、後端側の他の一半には前記柱の端部に前記係合穴と交叉させて設けた、接続杆の嵌挿孔と一致させる貫通孔をそれぞれ設けると共に、ほぞ材に貫通させた操作紐の両端を前記係合穴より導出して柱の前記端部を通じて該部に導出した構成とするのである。
【0007】
【発明の実施の形態】
図面は本発明に係る柱と横材の接合装置の実施形態を示し、図1は縦断面図、図2は図1の中央縦断面図、図3は柱を横架材等に組付ける前の状態の断面図、図4は柱の正面図、図5は柱の拡大斜視図、図6はほぞ材の拡大斜視図、図7はほぞ材の他の実施形態の拡大斜視図である。
【0008】
図示、1,2は既設の土台と横架材で、実施形態はこれら土台1と横架材(梁や桁)2との間に介在した柱(既設の)に代って新設の柱3を配するようにした、所謂柱の取替えに際して本発明を適用したものである。
【0009】
前記土台1と横架材2にほぞ材4,5の一半4a,5aを嵌挿する断面円形のほぞ穴6,7を相対向させて設けると共に、その側面にはほぞ穴6,7の軸線と直交し、かつ、ほぞ穴6,7の長手(深さ)方向の中間部に位置する嵌挿孔8,9を設けてある。
【0010】
なお、既設の土台や横架材側のほぞ穴の場合、既設の柱本体に突設し、該柱本体から分断したほぞ材を該ほぞ穴から抜き出すことによってほぞ穴を形成する手段もあるが、この場合、ほぞ穴は断面方形となっているのが通常で、該ほぞ穴に対応する径を備えたほぞ材が用いられることになる。
【0011】
土台1と横架材2との間に介在させた前記柱3は両端面3´,3´´に土台1又は横架材2のほぞ穴6,7と一致する中央部位にして係合穴10,11を設け、該係合穴10,11に前記ほぞ材4,5を収容してある。
【0012】
ほぞ材4,5は円筒体(角筒体でも良く、角筒体を用いる場合は前記ほぞ穴は該角筒体の断面形と一致する方形にするか、それよりも大径な断面円形にすることになる)で成り、前記一半4a,5a側である先端側の、土台1又は横架材2の前記ほぞ穴6,7に嵌挿したときに土台1又は横架材2に設けた嵌挿穴8,9と一致する位置に、貫通孔12,13を設けると共に、基端側の他の一半4b,5b側には同じく貫通孔14,15を設け、該貫通孔14,15は、前記先端側の一半4a,5aをほぞ穴6,7に嵌挿したときに柱3の端部側に設けた嵌挿孔16,17と一致する位置にして、前記の通り、ほぞ材4,5の基端側の他の一半に設けてある。
【0013】
また、柱3の上端部側の係合穴10に収容した上側のほぞ材4の基端部(下端部)と柱3の下端部側の係合穴11に収容した下側のほぞ材5の先端部(下端部)のそれぞれには前記貫通孔12,13,14,15乃至嵌挿孔8,9,16,17の軸線方向と直交する方向にして通孔18,19を設け、該通孔18,19に貫通させた操作紐20,21の両端を前記ほぞ穴6,7より導出して、柱3の前記端面3´,3´´に前記通孔18,19と平行する方向にして設けた案内溝22,23を通じて柱3外部に導出し、その両端を柱3に止着手段24,24´によって止着して実施形態としたものである。
【0014】
この実施形態を得るには、柱3に設けた係合穴10,11に通孔18,19を通じて操作紐20,21を組合わせた状態のほぞ材4,5を、上側のほぞ材4にあってはその操作紐20を組付けた基端側から、下側のほぞ材5にあっては操作紐21を組付けていない側の先端側からそれぞれ嵌挿、収容し、係合穴10,11より導出させた操作紐20,21の両端を止着手段24,24´によって柱3に止着し、下側の案内溝23に弾性材より成る蓋杆25をその弾性を利用して強制的に嵌合して該蓋杆25(必ずしも必要としない)によって下側のほぞ材5の係合穴11からの、自重による脱落を確実に防止させ、土台1や横架材2側のほぞ穴6,7に係合穴10,11が一致する位置になるようにして柱3を土台1と横架材2との間に介在させて得られる。
【0015】
そして、一方の止着手段24を取り外して該取り外した止着手段24側の操作紐20の端部を引っ張ると、係合穴10内に存する紐20部分の長さが総体的に短くなるから、ほぞ材4は操作紐20の移動に伴って上昇し、該上側の係合穴10と一致する位置に存する横架材2側のほぞ穴6に先端側の一半が嵌挿され、ほぞ材4に設けた貫通孔12,13が横架材2又は柱3の上端部に設けた嵌挿孔8,16とが互いに一致する位置まで上昇し、この状態で横架材2と柱3の前記嵌挿孔8,16に前記貫通孔12,14を通じて接続杆26をそれぞれ嵌挿すると柱3と横架材2は接合される。
【0016】
また、蓋杆25を案内溝23より取り外して、前記柱3上部側の操作と同様に一方の止着手段24を取り外して、該取り外した止着手段24側の操作紐20を緩めると、操作紐20によって係合穴11から突出を規制されていた下側のほぞ材5は自重によって係合穴11から突出して降下し土台1側のほぞ穴7内に嵌挿し、ほぞ材5側の貫通孔15,13が、柱3又は土台1側の嵌挿孔17,9に一致し、この状態で土台1と柱3下部側の嵌挿孔13に貫通孔9を通じて接続杆26をそれぞれ嵌挿することによって柱3下部と土台1は接合されるのである。
【0017】
図7で示す第二実施形態のほぞ材4,5は通孔18,19に代えて切欠18A,19Aを設けたものである。
【0018】
【発明の効果】
本発明は前記の通りの構成であるから、既設の横架材等の横材間にほぞ材を組付けた柱を介在させ、該ほぞ材を横材に部分的に嵌挿させてほぞ材を接続杆で横材と柱に固定することにより柱と横材を確実に接合することができる。また、柱側にほぞ材を組付け、これを突出させてほぞを構成させて柱と横材を接合するようにしたものであるから、既設の横材にはほぞ穴と接続杆嵌挿用の嵌挿孔を設けるという加工だけで足りるから、大工事を必要とせずに柱の取替えを行える。
【図面の簡単な説明】
【図1】縦断面図。
【図2】図1の中央縦断面図。
【図3】柱を横架材等に組付ける前の状態の断面図。
【図4】柱の正面図。
【図5】柱の拡大斜視図。
【図6】ほぞ材の拡大斜視図。
【図7】ほぞ材の他の実施形態の拡大斜視図。
【符号の説明】
1 土台
2 横架材
3 柱
4,5 ほぞ材
8,9,16,17 嵌挿孔
10,11 係合穴
12,13,14,15 貫通孔
20,21 操作紐
26 接続杆
[0001]
[Industrial application fields]
The present invention relates to a joining device for a column and a horizontal member, that is, a horizontal member such as a beam or a girder, or a foundation, and is applied to a tenoned column suitable for replacement of an existing column or transportation.
[0002]
[Prior art]
There is a structure in which one end of the tenon material is inserted into the receiving hole provided in the column and fixed to the column, and the other end of the tenon material protruding from the column is inserted into the base (for example, Patent Document 1).
[0003]
[Patent Document 1]
Japanese Patent Laid-Open No. 10-338968
[Problems to be solved by the invention]
In the conventional example, a metal rod rod is applied to the tenon instead of the tenon processed and formed on the column side. Because it protrudes, it cannot be applied to the replacement of existing pillars.
[0005]
The present invention has been devised to provide an apparatus suitable for use in the replacement work of existing pillars, paying attention to such drawbacks of the conventional example.
[0006]
[Means for Solving the Problems]
An engagement hole is provided at the end of the column at a position that coincides with a mortise provided in a horizontal member such as a beam or a girder or a horizontal member such as a base. A tenon that engages one half of the tenon is provided so as to be freely projectable, and a through hole that matches with the insertion hole of the connecting rod provided in the half of the tenon at the tip side of the tenon to cross the tenon. In the other half of the rear end side, a through hole is provided at the end of the column so as to cross the engagement hole, and is matched with the fitting insertion hole of the connection rod, and the tenon material is penetrated. Both ends of the operation string are led out from the engagement holes and led to the portions through the end portions of the columns.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
The drawings show an embodiment of a column and horizontal member joining apparatus according to the present invention, FIG. 1 is a longitudinal sectional view, FIG. 2 is a central longitudinal sectional view of FIG. 1, and FIG. 4 is a front view of the column, FIG. 5 is an enlarged perspective view of the column, FIG. 6 is an enlarged perspective view of the tenon material, and FIG. 7 is an enlarged perspective view of another embodiment of the tenon material.
[0008]
In the figure, reference numerals 1 and 2 denote existing foundations and horizontal members. In the embodiment, a new pillar 3 is used instead of a pillar (existing) interposed between the foundation 1 and the transverse member (beam or girder) 2. The present invention is applied when the so-called pillar is replaced.
[0009]
The base 1 and the horizontal member 2 are provided with mortises 6 and 7 having circular cross-sections for fitting the halfs 4a and 5a of the mortises 4 and 5 opposite to each other. And insertion holes 8 and 9 that are located in the middle in the longitudinal (depth) direction of the mortises 6 and 7.
[0010]
In addition, in the case of the mortise on the existing foundation or horizontal member side, there is also a means to form a mortise by projecting from the existing column main body and extracting the tenon material separated from the column main body from the mortise hole In this case, the mortise usually has a square cross section, and a mortise material having a diameter corresponding to the mortise is used.
[0011]
The pillar 3 interposed between the base 1 and the horizontal member 2 has an engagement hole at the center portion that coincides with the mortises 6 and 7 of the base 1 or the horizontal member 2 on both end faces 3 ′ and 3 ″. 10 and 11 are provided, and the tenon members 4 and 5 are accommodated in the engagement holes 10 and 11, respectively.
[0012]
The tenon members 4 and 5 may be cylindrical bodies (square tube bodies. When a square tube body is used, the mortise hole should have a square shape that matches the cross-sectional shape of the square tube body or a circular shape with a larger diameter than that. And provided in the base 1 or the horizontal member 2 when fitted into the mortises 6 and 7 of the base 1 or the horizontal member 2 on the tip side which is the half 4a, 5a side. Through holes 12 and 13 are provided at positions corresponding to the fitting insertion holes 8 and 9, and through holes 14 and 15 are also provided on the other half 4b and 5b side of the base end side. The tenon members 4a and 5a are placed at positions corresponding to the fitting insertion holes 16 and 17 provided on the end portion side of the column 3 when the half halves 4a and 5a are inserted into the tenon holes 6 and 7, as described above. , 5 are provided in the other half of the base end side.
[0013]
Moreover, the lower tenon material 5 accommodated in the base end part (lower end part) of the upper tenon material 4 accommodated in the engagement hole 10 on the upper end part side of the column 3 and the engagement hole 11 on the lower end part side of the column 3. In each of the front end portions (lower end portions), through holes 18, 19 are provided in a direction perpendicular to the axial direction of the through holes 12, 13, 14, 15 to the insertion holes 8, 9, 16, 17. Both ends of the operation cords 20 and 21 passed through the through holes 18 and 19 are led out from the mortises 6 and 7, and the end faces 3 ′ and 3 ″ of the column 3 are parallel to the through holes 18 and 19. In this embodiment, the guide 3 is led out to the outside of the column 3 through the guide grooves 22 and 23, and both ends thereof are fixed to the column 3 by fixing means 24 and 24 '.
[0014]
In order to obtain this embodiment, the tenon members 4 and 5 in a state where the operation strings 20 and 21 are combined with the engagement holes 10 and 11 provided in the column 3 through the through holes 18 and 19 are formed on the upper tenon member 4. Then, from the base end side where the operation cord 20 is assembled, the lower tenon material 5 is inserted and accommodated from the distal end side where the operation cord 21 is not assembled. 11 are fixed to the pillar 3 by fixing means 24, 24 ', and the lid rod 25 made of an elastic material is used in the lower guide groove 23 by utilizing its elasticity. Forcibly fitting and the cover rod 25 (not necessarily required) reliably prevents the lower tenon material 5 from coming off from the engagement hole 11 due to its own weight, so that the base 1 and the horizontal member 2 side The column 3 is interposed between the base 1 and the horizontal member 2 so that the engagement holes 10 and 11 are aligned with the mortises 6 and 7. It was obtained.
[0015]
Then, when one fastening means 24 is removed and the end of the operation cord 20 on the removed fastening means 24 side is pulled, the length of the portion of the cord 20 existing in the engagement hole 10 is shortened as a whole. The tenon 4 rises with the movement of the operating string 20, and a half of the tip side is inserted into the tenon 6 on the side of the horizontal member 2 at the position coincident with the upper engagement hole 10, and the tenon The through-holes 12 and 13 provided in 4 rise to a position where the horizontal insertion member 2 and the fitting insertion holes 8 and 16 provided in the upper end of the column 3 coincide with each other. When the connecting rod 26 is inserted into the insertion holes 8 and 16 through the through holes 12 and 14, the column 3 and the horizontal member 2 are joined.
[0016]
Further, when the lid 25 is removed from the guide groove 23, one fastening means 24 is removed in the same manner as the operation on the upper side of the pillar 3, and the operation string 20 on the removed fastening means 24 side is loosened. The lower tenon material 5 whose protrusion from the engagement hole 11 is regulated by the string 20 protrudes from the engagement hole 11 by its own weight, descends and is inserted into the tenon hole 7 on the base 1 side, and penetrates on the tenon material 5 side. The holes 15 and 13 coincide with the insertion holes 17 and 9 on the pillar 3 or the base 1 side, and in this state, the connecting rods 26 are inserted into the fitting insertion holes 13 on the base 1 and the pillar 3 lower side through the through holes 9, respectively. By doing so, the lower part of the pillar 3 and the base 1 are joined.
[0017]
The tenon members 4 and 5 of the second embodiment shown in FIG. 7 are provided with notches 18A and 19A in place of the through holes 18 and 19.
[0018]
【The invention's effect】
Since the present invention has the configuration as described above, a tenon member is interposed between a cross member such as an existing horizontal member, and the tenon member is partially inserted into the cross member. The column and the cross member can be securely joined by fixing the cross member to the cross member and the column with a connecting rod. In addition, tenon material is assembled on the pillar side, and this is projected to form a tenon so that the pillar and the cross member are joined together. Since it is only necessary to provide a fitting hole, it is possible to replace the pillar without requiring a large construction.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view.
FIG. 2 is a central longitudinal sectional view of FIG.
FIG. 3 is a cross-sectional view of a state before a column is assembled to a horizontal member or the like.
FIG. 4 is a front view of a pillar.
FIG. 5 is an enlarged perspective view of a pillar.
FIG. 6 is an enlarged perspective view of a tenon material.
FIG. 7 is an enlarged perspective view of another embodiment of a tenon material.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Base 2 Horizontal member 3 Column 4, 5 Tenon material 8, 9, 16, 17 Insertion hole 10, 11 Engagement hole 12, 13, 14, 15 Through-hole 20, 21 Operation string 26 Connection rod

Claims (1)

柱の端部に、梁や桁などの横架材や土台などの横材に設けたほぞ穴と一致する位置にして係合穴を設け、該係合穴内に、前記ほぞ穴に先端側の一半を係合するほぞ材を突出自在に収設し、該ほぞ材の前記先端側の一半に前記横材に前記ほぞ穴と交叉させて設けた、接続杆の嵌挿孔と一致させる貫通孔を、後端側の他の一半には前記柱の端部に前記係合穴と交叉させて設けた、接続杆の嵌挿孔と一致させる貫通孔をそれぞれ設けると共に、ほぞ材に貫通させた操作紐の両端を前記係合穴より導出して柱の前記端部を通じて該部に導出した、柱と横材の接合装置。An engagement hole is provided at the end of the column at a position that coincides with a mortise provided in a horizontal member such as a beam or a girder or a horizontal member such as a base. A tenon that engages one half of the tenon is provided so as to protrude freely, and is formed in one half of the tenon side of the tenon so as to coincide with the insertion hole of the connecting rod provided in the transverse member so as to cross the tenon. The other half of the rear end side is provided with a through hole provided at the end of the column so as to intersect with the engagement hole, to match the fitting insertion hole of the connecting rod, and penetrated through the tenon material. A column and cross member joining apparatus in which both ends of an operation string are led out from the engagement hole and led to the portion through the end portion of the column.
JP2003189254A 2003-07-01 2003-07-01 Column and cross member joining device Expired - Lifetime JP4001570B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006152721A (en) * 2004-11-30 2006-06-15 Daiwa House Ind Co Ltd Column fixing unit and column fixing method
KR20180078769A (en) * 2016-12-30 2018-07-10 이성 Assembling type pier
JP2018162582A (en) * 2017-03-24 2018-10-18 積水ハウス株式会社 Joint structure of column end, fixing structure of column, and joining method of column of end part

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006152721A (en) * 2004-11-30 2006-06-15 Daiwa House Ind Co Ltd Column fixing unit and column fixing method
JP4653468B2 (en) * 2004-11-30 2011-03-16 大和ハウス工業株式会社 Column fixing unit and column fixing method
KR20180078769A (en) * 2016-12-30 2018-07-10 이성 Assembling type pier
KR101973701B1 (en) * 2016-12-30 2019-04-29 이성 Assembling type pier
JP2018162582A (en) * 2017-03-24 2018-10-18 積水ハウス株式会社 Joint structure of column end, fixing structure of column, and joining method of column of end part

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