JP3350816B2 - How to build a wooden structure - Google Patents

How to build a wooden structure

Info

Publication number
JP3350816B2
JP3350816B2 JP24054299A JP24054299A JP3350816B2 JP 3350816 B2 JP3350816 B2 JP 3350816B2 JP 24054299 A JP24054299 A JP 24054299A JP 24054299 A JP24054299 A JP 24054299A JP 3350816 B2 JP3350816 B2 JP 3350816B2
Authority
JP
Japan
Prior art keywords
hole
fixing
pillar
base
column
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
JP24054299A
Other languages
Japanese (ja)
Other versions
JP2000136566A (en
Inventor
昭二 小島
Original Assignee
昭二 小島
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 昭二 小島 filed Critical 昭二 小島
Priority to JP24054299A priority Critical patent/JP3350816B2/en
Publication of JP2000136566A publication Critical patent/JP2000136566A/en
Application granted granted Critical
Publication of JP3350816B2 publication Critical patent/JP3350816B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B2001/2696Shear bracing

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、土台と柱とを固
定する方法に特徴を有する木造構造物の構築方法に関す
る。
TECHNICAL FIELD The present invention is Ru <br/> relates to a building how wooden structure features a method of fixing the base and the bar.

【0002】[0002]

【従来の技術】木造構造物の軸組み構造では、柱は仕口
部分で各種ほぞを加工して、梁や土台などの横架材に接
合していた。また、補強の為に、仕口部分の表面に、羽
子板ボルト、短冊状の金物などを使用して、ボルト・ナ
ットで固定していた。
2. Description of the Related Art In a framed structure of a wooden structure, a pillar is formed by processing various mortises at a joint portion and joining the pillar to a horizontal member such as a beam or a base. Further, for the purpose of reinforcement, bolts and nuts are used on the surface of the connection part using bolts, strip-shaped hardware and the like.

【0003】[0003]

【発明が解決しようとする課題】前記従来の技術の場
合、表面で補強していた為に、柱と金物、横架材の一体
性が保てず、十分な耐力を発揮できない問題点があっ
た。取り分け、柱を引き抜く方向の外力に対する耐力に
問題があった。また、表面に金具が露出するので仕上げ
が限られる問題点があった。
In the case of the above-mentioned conventional technique, there is a problem that the strength of the pillar, the hardware, and the horizontal member cannot be maintained because the surface is reinforced, so that sufficient strength cannot be exhibited. Was. In particular, there was a problem in the strength against external force in the direction of pulling out the column. Further, there is a problem that the finish is limited because the metal fitting is exposed on the surface.

【0004】[0004]

【課題を解決するための手段】然るにこの発明は、端部
に雄捩子又は雌捩子を形成した補強棒体を埋設して構造
材を形成し、あるいはこの構造材を横架材のフランジ又
は他の構造材を貫通した螺杆に接合した接合構造とした
ので、前記問題点を解決した。
According to the present invention, a reinforcing member having a male screw or a female screw at the end is embedded to form a structural member, or the structural member is connected to a flange of a horizontal member. Alternatively, the above-mentioned problem is solved because the joint structure is formed by joining the structural member to the threaded rod.

【0005】即ちこの発明は、以下のようにして、柱と
土台とを固定することを特徴とする木造構造物の構築方
法である。 (1)第一鋼板の中央部に膨出部を形成し、該鋼板の隅
部に透孔を穿設し、柱固定金物を構成する。 (2)また、柱基材の端面から所定長さに亘り、軸方向
の中心位置に取付穴を穿設し、前記柱基材の端面に前記
膨出部を嵌挿できる凹部を形成する。前記柱基材の側面
に軸と直角に固定孔を穿設し、該固定孔を前記取付穴の
底付近を貫通させる。前記柱基材の取付穴に、内壁に螺
糸部を有しかつ一端部に貫通孔を有する補強棒体を嵌挿
し、該補強棒体の他端を凹部の底から突出しないように
配置する。前記固定孔に嵌挿した固定ピンを、前記補強
棒体の貫通孔を貫通して、前記固定孔内に埋設する。以
上のようにして、柱を構成する。 (3)次に、柱の端面に前記柱固定金物を配置し、前記
凹部と前記膨出部とを嵌合する。 (4)次に、前記膨出部の透孔を貫通したボルトを、補
強棒体の螺糸部に螺合緊結し、該ボルトの頭部を前記膨
出部内に収める。 (5)次に、第三鋼板の透孔にパイプを嵌挿立設して土
台埋込み金物を形成する。土台の貫通孔に前記パイプを
嵌挿し、前記パイプの上端が前記貫通孔内に位置するよ
うに、前記土台に前記土台埋込み金具を取り付ける。基
礎上に前記土台を緊結する。前記土台に前記柱を立設
し、前記土台の貫通孔と前記柱固定金物の透孔とを一致
させる。 (6)次に、前記柱固定金物の透孔から挿通したボルト
を前記パイプの内壁に形成された螺糸部に螺合緊結し
て、木造構造物を構成する。
[0005] That is, the present invention relates to a pillar and
A method for constructing a wooden structure, comprising fixing a base . (1) A bulge is formed at the center of the first steel plate, and a through hole is formed at a corner of the steel plate to form a pillar fixing hardware. (2) In addition, a mounting hole is formed at a central position in the axial direction over a predetermined length from the end face of the pillar base material, and a concave portion in which the bulging portion can be inserted is formed in the end face of the pillar base material. A fixing hole is formed in a side surface of the pillar base material at right angles to an axis, and the fixing hole penetrates near the bottom of the mounting hole. A reinforcing rod having a thread part on the inner wall and a through hole at one end is fitted into the mounting hole of the pillar base, and the other end of the reinforcing rod is arranged so as not to protrude from the bottom of the recess. . A fixing pin inserted into the fixing hole penetrates the through hole of the reinforcing rod and is embedded in the fixing hole. The pillar is configured as described above. (3) Next, the column fixing hardware is arranged on the end surface of the column, and the concave portion and the bulging portion are fitted. (4) Next, the bolt that has passed through the through hole of the bulging portion is screwed and tightened to the thread portion of the reinforcing rod, and the head of the bolt is housed in the bulging portion. (5) Next, a pipe is inserted into the through hole of the third steel plate and
A platform embedded metal is formed. Insert the pipe into the through hole in the base
The upper end of the pipe is located in the through hole.
As described above, the base mounting bracket is attached to the base. Group
Tie the foundation on the foundation. The pillar is erected on the base, and the through-hole of the base and the through-hole of the pillar fixing metal are aligned . (6) Next, the bolt inserted through the through hole of the pillar fixing hardware is screwed and tightened to a thread portion formed on the inner wall of the pipe to form a wooden structure.

【0006】また、前記において以下のようにして、
柱と横架材とを固定することを特徴とする柱と横架材と
からなる木造構造物の構築方法である。 (1)第二鋼板の中央部に、取付予定の筋交いの取付角
度に応じて傾斜させた取付板を立設し、前記第二鋼板の
取付板の両側に、透孔を穿設して、筋交い固定金物を構
成する。請求項1により、柱及び柱固定金物を構成し、
該柱に柱固定金物を固定する。 (2)次に、土台に前記柱を立設し、前記柱固定金物の
透孔を、前記土台の貫通孔と一致させる共に、前記筋交
い固定金物を柱固定金物上に載置し、前記柱固定金物の
透孔と前記筋交い固定金物の透孔とを連通させる。 (3)次に、前記筋交い固定金物の透孔を挿通したボル
トを、前記柱固定金物の透孔を挿通し、前記パイプの内
壁に形成された螺糸部に螺合緊結する。
Further, in the above, as follows:
A method for constructing a wooden structure including a column and a horizontal member, wherein the column and the horizontal member are fixed. (1) At the center of the second steel plate, a mounting plate that is inclined according to the mounting angle of the brace to be mounted is erected, and through holes are formed on both sides of the mounting plate of the second steel plate. Construct bracing fixtures. According to claim 1, a pillar and a pillar fixing hardware are configured,
The column fixing hardware is fixed to the column. (2) Next, erected the pillars foundation, the through hole of the pillar fixing hardware, both to match the through hole of the base, the brace fixing hardware is placed on pillars fixing hardware, said post The through holes of the fixing hardware and the through holes of the brace fixing hardware communicate with each other. (3) Next, the bolt inserted through the through hole of the brace fixing metal is inserted into the through hole of the column fixing metal and screwed and tightened to a thread portion formed on the inner wall of the pipe.

【0007】前記における補強棒体は、主に鋼棒、鋼管
又はこれらの組合せが使用され、所定の耐力を有すれ
ば、他の金属材料又は樹脂材料等から構成することがで
きる。
[0007] The reinforcing rod is mainly made of a steel rod, a steel pipe or a combination thereof, and can be made of another metal material or resin material if it has a predetermined proof stress.

【0008】また、前記のおける構造材とは、各種柱等
の縦方向に使用する構造材や、梁・桁などの横方向に使
用する構造材(横架材)のいずれも含む。
[0008] The structural material mentioned above includes both structural materials used in the vertical direction such as various columns, and structural materials used in the horizontal direction (horizontal members) such as beams and girders.

【0009】[0009]

【実施例1】図1〜図6に基づきこの発明の他の実施例
を説明する。この実施例は、土台・柱(構造材)・筋交
いの接合、又は横架材の上下に柱(構造材)を接合する
構造である。
Embodiment 1 Another embodiment of the present invention will be described with reference to FIGS. This embodiment has a structure in which a base, a column (structural material) and a brace are joined, or a column (structural material) is joined above and below a horizontal member.

【0010】(1)金物の構成(1) Structure of hardware

【0011】鋼板92の四隅部に透孔93、93を穿設
し、該透孔93内にパイプ94の下端部を嵌挿立設す
る。前記パイプ94、94と鋼板92とは、高張力電気
溶接で完全固定されている。前記パイプ94の下端と鋼
板92の下面とは面一に形成されている。前記パイプ9
4、94の上端部内壁には螺糸部95が形成されてい
る。以上のようにして、土台埋込み金物96を構成する
(図4(a)(b))。前記パイプ94は、取付予定の
土台130の高さより低く形成されている。
Through holes 93, 93 are formed in the four corners of the steel plate 92, and the lower end of a pipe 94 is inserted and erected in the through holes 93. The pipes 94, 94 and the steel plate 92 are completely fixed by high tension electric welding. The lower end of the pipe 94 and the lower surface of the steel plate 92 are flush with each other. The pipe 9
A thread portion 95 is formed on the inner wall of the upper end of each of the fourth and fourth threads 94. As described above, the base embedment hardware 96 is configured (FIGS. 4A and 4B). The pipe 94 is formed to be lower than the height of the base 130 to be mounted.

【0012】鋼板97の中央部を膨出して、截頭円錐状
の外形の膨出部98を形成し、前記鋼板97の四隅部
に、前記土台埋込み金物96の透孔93、93に対応し
た透孔99、99を穿設する。以上で、柱固定金物10
0を構成する(図3)。
The central portion of the steel plate 97 is bulged to form a bulged portion 98 having a truncated conical outer shape, and the four corners of the steel plate 97 correspond to the through holes 93, 93 of the base mounting metal part 96. The through holes 99, 99 are formed. With the above, pillar fixing hardware 10
0 (FIG. 3).

【0013】鋼板122に、前記透孔99、99と対応
した2つの透孔123、123を穿設し、前記鋼板12
2の中央部で該透孔間で、鋼板製の取付板124を立設
する。前記取付板124は、取付予定の筋交い136の
取付角度θに応じて、長さ方向に対して下面125を斜
に形成されており(図5(a))、前記取付板124の
下面125は電気溶接で鋼板122に固定されている。
また、取付板124の先端部に取付孔126が穿設され
ている。以上のようにして、筋交い固定金物127を構
成する(図5)。
In the steel plate 122, two through holes 123, 123 corresponding to the through holes 99, 99 are formed.
An attachment plate 124 made of a steel plate is erected between the through holes at the central portion of 2. The lower surface 125 of the mounting plate 124 is formed oblique to the longitudinal direction in accordance with the mounting angle θ of the brace 136 to be mounted (FIG. 5A). It is fixed to the steel plate 122 by electric welding.
In addition, a mounting hole 126 is formed at the tip of the mounting plate 124. The bracing fixture 127 is configured as described above (FIG. 5).

【0014】(2)柱の構成(2) Structure of pillar

【0015】実施例1と同様に、通常柱に使用される木
材からなる柱基材101の下面103から長さLまで、
軸方向で断面の中心位置に取付穴106を穿設する。ま
た、前記柱基材101の側面104で、取付穴106の
底107付近に、柱基材101の軸と直角な方向に、固
定穴108を穿設し、前記取付穴106を貫通させる。
また、前記柱基材101の下面103中央部に、前記柱
固体金物100の膨出部98を嵌挿できる凹部118を
形成する。
As in the first embodiment, from the lower surface 103 to the length L of the pillar base 101 made of wood, which is usually used for a pillar,
A mounting hole 106 is formed at the center of the cross section in the axial direction. A fixing hole 108 is formed in the side surface 104 of the pillar base 101 near the bottom 107 of the mounting hole 106 in a direction perpendicular to the axis of the pillar base 101, and the mounting hole 106 is penetrated.
In addition, a recess 118 is formed in the center of the lower surface 103 of the pillar base material 101 so that the bulged portion 98 of the pillar solid metal piece 100 can be inserted therein.

【0016】次に、取付穴106の長さLに対応した長
さの長ナットの一端部に固定ピン15を挿通する貫通孔
112を穿設し、補強棒体110を形成して、該補強棒
体110を一端部側から柱基材101の取付穴106内
に挿入して、貫通孔112と固定穴108を一致させ
る。固定穴108から固定ピン115を挿入して貫通孔
112を貫通して、固定ピン115の中央部に補強棒体
110が位置するように埋設する。固定穴118の口部
に栓109を嵌挿し、栓109の外面と柱基材101の
側面104とを略面一に形成する。また、補強棒体11
0の他端縁111は、凹部118の底119と略面一に
あり、少なくとも底119から突出しないように配置さ
れる。
Next, a through-hole 112 through which the fixing pin 15 is inserted is formed at one end of a long nut having a length corresponding to the length L of the mounting hole 106, and a reinforcing rod 110 is formed. The rod 110 is inserted into the mounting hole 106 of the pillar base 101 from one end side, and the through hole 112 and the fixing hole 108 are aligned. The fixing pin 115 is inserted from the fixing hole 108, penetrates the through-hole 112, and is buried so that the reinforcing rod 110 is located at the center of the fixing pin 115. The stopper 109 is inserted into the opening of the fixing hole 118, and the outer surface of the stopper 109 and the side surface 104 of the pillar base 101 are formed substantially flush. Also, the reinforcing rod 11
The other end edge 111 of the “0” is substantially flush with the bottom 119 of the recess 118 and is arranged so as not to protrude at least from the bottom 119.

【0017】前記において、補強棒体110は少なくと
も他端111側の内壁に螺糸部113が形成されていれ
ば可能であり、鋼管の他端内壁に螺糸部113を形成し
て構成することもできる(図示していない)。
In the above, the reinforcing rod body 110 can be formed as long as the thread portion 113 is formed on at least the inner wall on the other end 111 side, and is formed by forming the thread portion 113 on the other end wall of the steel pipe. (Not shown).

【0018】また、前記において、取付穴106と補強
棒体110、固定穴108と固定ピン115、の間には
接着剤(例えば、日本ロックタイト(株)社製「LOC
TITE401」を「TAPAK アクセラレータ 7
452」と併用して使用)が介装されて、永久接着され
ている。以上のようにして、柱120を構成する(図1
(a)(b))。前記における接着剤は、金属製の補強
棒体110、固定ピン115と木製の柱基材101とを
強固に接着できれば、エポキシ系等他の接着剤でも可能
である。
In the above, an adhesive (for example, “LOC” manufactured by Nippon Loctite Co., Ltd.) is provided between the mounting hole 106 and the reinforcing rod 110 and between the fixing hole 108 and the fixing pin 115.
TITE401 ”to“ TAPAK Accelerator 7 ”
452 ") is interposed and permanently bonded. The pillar 120 is configured as described above (FIG. 1).
(A) (b)). As the adhesive in the above, other adhesives such as an epoxy-based adhesive can be used as long as the metal reinforcing rod 110, the fixing pin 115, and the wooden pillar base material 101 can be firmly bonded.

【0019】(3)土台、柱、筋交いとの接合構造(3) Joint structure with base, pillar and bracing

【0020】前記柱120を使用した接合構造を説明す
る。
A joining structure using the column 120 will be described.

【0021】土台130は、前記土台埋込み金物96の
パイプ94、94位置に合わせて上下に貫通孔131、
131が穿設され、土台130の下面側から、土台埋込
み金具96を取付ける。この際、土台埋込み金具96の
鋼板92の上面が土台130の下面に密着し、パイプ9
4、94は貫通孔130、130に嵌挿され、パイプ9
4の上端は貫通孔131内に位置し、土台130の上面
から上方へは突出していない。
The base 130 has through-holes 131 up and down in accordance with the positions of the pipes 94, 94 of the base embedded hardware 96.
131 is drilled, and the base mounting bracket 96 is mounted from the lower surface side of the base 130. At this time, the upper surface of the steel plate 92 of the base mounting bracket 96 is in close contact with the lower surface of the base 130, and the pipe 9
4, 94 are inserted into the through holes 130, 130, and the pipe 9
4 is located in the through hole 131 and does not protrude upward from the upper surface of the base 130.

【0022】コンクリート製の基礎(布基礎)129の
上面に、土台130を載置し、基礎129に埋設したア
ンカーボルト等で土台130を緊結する(図示していな
い)。
The base 130 is placed on the upper surface of a concrete base (cloth base) 129, and the base 130 is fastened by anchor bolts or the like embedded in the base 129 (not shown).

【0023】予め柱120の下面に、柱固定金物100
を、柱120の凹部118と柱固定金物100の膨出部
98が嵌合するように配置する。柱固定金物100の膨
出部98の透孔からワッシャーを介装したボルト133
を挿入し、ボルト133の軸を補強棒体110の螺糸部
113に螺合緊結して、柱120と柱固定金物100と
を一体に固定する。この際、ボルト133の頭部134
は柱固定金物100の膨出部98内に収まっている。
The column fixing hardware 100 is previously placed on the lower surface of the column 120.
Are arranged such that the concave portion 118 of the column 120 and the bulging portion 98 of the column fixing metal fitting 100 are fitted. A bolt 133 with a washer interposed from the through hole of the bulging portion 98 of the pillar fixing metal member 100
Is inserted, and the shaft of the bolt 133 is screwed and tightened to the thread portion 113 of the reinforcing rod 110 to integrally fix the column 120 and the column fixing hardware 100. At this time, the head 134 of the bolt 133
Are settled in the bulging portion 98 of the pillar fixing hardware 100.

【0024】続いて、土台130の上面に、柱固定金物
100の透孔99、99と土台130の貫通孔131、
131とが一致するように、柱120を立設する。ま
た、柱固定金物100上に、透孔99、99と透孔12
3、123とが一致するように、筋交い固定金物12
7、127を載置する。続いて、透孔127の上方か
ら、ワッシャーを介装したボルト135を挿入し、ボル
ト135の軸を土台埋込み金物96のパイプ94の螺糸
部95に螺合緊結する。
Subsequently, on the upper surface of the base 130, the through holes 99, 99 of the column fixing hardware 100 and the through holes 131 of the base 130,
The column 120 is erected so that 131 coincides with 131. Also, the through holes 99, 99 and the through holes 12
Brace fixing hardware 12 so that 3 and 123 match.
7 and 127 are placed. Subsequently, a bolt 135 provided with a washer is inserted from above the through hole 127, and the shaft of the bolt 135 is screwed and tightened to the thread portion 95 of the pipe 94 of the base mounting hardware 96.

【0025】次に、所定の他の構造体を構築した後、筋
交い固定金物127の取付板126に、筋交い136の
一端部を配置して、ワッシャーを介装したボルト137
・ナット138で取付板126と筋交い136の端部と
を緊結固定する(図2)。前記筋交い136の他端部側
(他の柱120の上端部)でも、同一構造の柱取付金物
110、筋交い固定金物127等が形成されており、同
様に、筋交い固定金物12と筋交い136の他端部とを
固定する(図示していない)。
Next, after constructing another predetermined structure, one end of the brace 136 is arranged on the mounting plate 126 of the brace fixing hardware 127, and the bolt 137 with a washer interposed is provided.
Tighten and fix the mounting plate 126 and the end of the brace 136 with the nut 138 (FIG. 2). On the other end side of the brace 136 (upper end of the other pillar 120), a column mounting hardware 110, a brace fixing hardware 127, and the like having the same structure are formed. Secure the end (not shown).

【0026】(4)柱と横架材との接合(4) Connection between pillar and horizontal member

【0027】前記柱120を使用した他の接合構造を説
明する。横架材140の上下面に柱の上下を接合する構
造である。
Another joining structure using the column 120 will be described. This is a structure in which the upper and lower sides of the pillar are joined to the upper and lower surfaces of the horizontal member 140.

【0028】横架材140には、柱接合位置で、前記柱
取付金物100の透孔99、99に対応した貫通孔14
1、141を上下に穿設し、該貫通孔141、141内
に両端部内壁に螺糸部143を形成した接合部材142
を夫々埋設する。接合部材142の上下端は貫通孔14
1内に収まっており、横架材140の上下面から突出し
ない。前記接合部材142は、丸棒の両端部に長ナット
を軸方向一体に溶接固定して構成してあるが、パイプの
両端部の内壁に螺糸を形成して構成することもできる。
At the column joining position, the through-holes 14 corresponding to the through-holes 99, 99 of the column mounting hardware 100 are formed at the column joining positions.
1 and 141 are vertically drilled, and a threaded member 143 is formed in the through-holes 141 and 141 with a thread portion 143 on both inner walls.
Are buried respectively. The upper and lower ends of the joining member 142 are through holes 14.
1 and does not protrude from the upper and lower surfaces of the horizontal member 140. Although the joining member 142 is formed by welding and fixing a long nut to both ends of a round bar integrally in the axial direction, a thread may be formed on the inner wall of both ends of the pipe.

【0029】前記実施例の柱120と同様に、柱120
上端部にも柱固定金物100を固定してある。柱120
の上面に、透孔99と貫通孔141とが連通するよう
に、前記横架材140を架設する。下方からワッシャー
を介装したボルト144を挿入して、接合部材142に
螺合して柱120と横架材140とを仮止めする。
As in the case of the pillar 120 of the above embodiment, the pillar 120
The column fixing hardware 100 is also fixed to the upper end. Pillar 120
The horizontal member 140 is provided so that the through hole 99 and the through hole 141 communicate with each other. A bolt 144 with a washer interposed is inserted from below and screwed into the joining member 142 to temporarily fix the column 120 and the horizontal member 140.

【0030】続いて、前記横架材140の上面に、次階
の柱121(柱120と同一構造)を、透孔99と貫通
孔141とを連通させて、載置する。上方から透孔99
に向けて、ワッシャーを介装したボルト145を挿入
し、ボルト145を接合部材142に螺合する。続い
て、横架材140の上下のボルト144、145緊結
して、横架材140を挟んで、柱120、121を一体
に接合する(図6)。
Subsequently, a pillar 121 (having the same structure as the pillar 120) on the next floor is placed on the upper surface of the horizontal member 140 with the through hole 99 and the through hole 141 communicating with each other. Through hole 99 from above
Then, a bolt 145 provided with a washer is inserted, and the bolt 145 is screwed to the joining member 142. Subsequently, the upper and lower bolts 144 and 145 of the horizontal member 140 are tightened, and the columns 120 and 121 are integrally joined with the horizontal member 140 interposed therebetween (FIG. 6).

【0031】(5)穴明け装置80 (5) Drilling device 80

【0032】図7に基づきこの発明の実施に使用する
明け装置80について説明する。
Referring to FIG. 7, the drilling device 80 used in the embodiment of the present invention will be described.

【0033】地面62より所定高さ上方に水平基台63
を配置する。前記水平基台63上に、柱基材1を微傾斜
自在かつ上下動自在に保持して、かつ保持した柱基材1
を水平摺動できる基材保持具64、64を設ける。前記
基材保持具64は、少なくとも2ヶ所に設ける。また、
基材保持具64、64の周辺で、水平に配置した柱基材
1の下面を案内するローラー66を有する案内具65、
65を設置する。前記案内具65はローラー66を上下
動させることができる。
A horizontal base 63 above a predetermined height above the ground 62
Place. The pillar base 1 is held on the horizontal base 63 so as to be slightly tiltable and vertically movable and held.
Are provided. The substrate holder 64 is provided at at least two places. Also,
A guide member 65 having rollers 66 for guiding the lower surface of the columnar substrate 1 disposed horizontally around the substrate holders 64, 64;
65 is installed. The guide 65 can move the roller 66 up and down.

【0034】また、前記水平基台63上で、前記基材保
持具64の上方に、基準水平杆67を設置する。前記基
準水平杆67の延長部76、該延長部76を水平摺動で
きる支持筒73aを嵌装する。前記支持筒73aの下側
に、水平方向に木工用のきり69を有するドリル68を
固定したドリル保持具70を固定する。前記きり69の
先端69aは水平に配置する柱基材1のこ口面79に対
応する。
On the horizontal base 63, a reference horizontal rod 67 is installed above the substrate holder 64. An extension 76 of the reference horizontal rod 67 and a support cylinder 73a that can slide the extension 76 horizontally are fitted. A drill holder 70 to which a drill 68 having a woodwork cut 69 in the horizontal direction is fixed below the support cylinder 73a. The front end 69a of the hole 69 corresponds to the opening surface 79 of the columnar base material 1 arranged horizontally.

【0035】また、前記支持筒73aの上側に、上部に
ピニオンギア71及び該ピニオンギア71を回動させる
ハンドル(回動手段)72を有する操作具73を取付け
る。前記基準水平杆67上で所定距離上方に、上面にラ
ックギア74を有する水平案内杆75を固定し、該水平
案内杆75のラックギア74と前記操作具73のピニオ
ンギア71とを螺合する。また、前記ドリル保持具7
0、操作具73及び支持筒73aとは一体に連結され
る。
An operating tool 73 having a pinion gear 71 and a handle (rotating means) 72 for rotating the pinion gear 71 is mounted on the upper side of the support cylinder 73a. A horizontal guide rod 75 having a rack gear 74 on the upper surface is fixed above the reference horizontal rod 67 by a predetermined distance, and the rack gear 74 of the horizontal guide rod 75 and the pinion gear 71 of the operation tool 73 are screwed together. The drill holder 7
The operation tool 73 and the support cylinder 73a are integrally connected.

【0036】また、前記基準水平杆67に、前記ドリル
68のきり69を水平に挿通できる筒体77を有する振
止具(ぶれ防止筒)78を固定する。前記筒体77は、
配置予定の柱基材1のこ口面79の近接した位置に配置
されている。
Further, to the reference horizontal rod 67, a vibration-stopper (anti-shake cylinder) 78 having a cylindrical body 77 through which the drill 69 of the drill 68 can be inserted horizontally is fixed. The cylindrical body 77 is
It is arranged at a position close to the opening 79 of the pillar base material 1 to be arranged.

【0037】以上のようにして柱基材1の穴明け装置8
0を構成する。
As described above, the drilling device 8 for the pillar base material 1
0.

【0038】次に、前記実施例に基づく穴明け装置80
の使用について説明する。
Next, the drilling device 80 based on the above-described embodiment will be described.
The use of is explained.

【0039】きり69の先端69aの位置に、穿設予定
の取付穴6位置を合わせて、保持具64、案内具65を
調整して、基材保持具64、64に柱基材1を載置固定
する。
The holding member 64 and the guide member 65 are adjusted by aligning the position of the mounting hole 6 to be drilled with the position of the tip 69a of the hole 69, and the column base member 1 is placed on the base member holding members 64, 64. And fix it.

【0040】ドリル68を作動させ、ハンドル72を矢
示82方向に回転させて、操作具73、支持筒73a、
ドリル保持具70を移動させ、きり69で、柱基材1に
取付穴6を穿設する。この際ドリル68のきり69は、
筒体77によりぶれが防止され、基準水平杆67、水平
案内杆75により所定の取付穴6を穿設できる。きり6
9を長く設定すれば、柱基材の全長に亘る取付穴6の穿
設も可能である。また、実施例3の梁90のように複数
の取付穴6、6の加工も同様の作業で可能である(図示
していない)。
By operating the drill 68 and rotating the handle 72 in the direction of arrow 82, the operating tool 73, the support cylinder 73a,
The drill holder 70 is moved, and the mounting holes 6 are drilled in the pillar base material 1 with the holes 69. At this time, the drill 69 of the drill 68
Shake is prevented by the cylindrical body 77, and a predetermined mounting hole 6 can be formed by the reference horizontal rod 67 and the horizontal guide rod 75. Cutting 6
If the length 9 is set long, it is also possible to drill the mounting holes 6 over the entire length of the pillar base material. Further, a plurality of mounting holes 6 can be machined by the same operation as the beam 90 of the third embodiment (not shown).

【0041】前記実施例において、操作具73にハンド
ルを設けて、手動操作としたが、各種モーターで自動運
転することもできる(図示していない)。また、基材保
持具64、案内具65も各種シリンダーやモーターで自
動昇降する構造とすることもできる(図示していな
い)。
In the above embodiment, the operating tool 73 is provided with a handle to perform manual operation. However, automatic operation can be performed by various motors (not shown). Further, the substrate holder 64 and the guide 65 can also be configured to be automatically raised and lowered by various cylinders and motors (not shown).

【0042】[0042]

【発明の効果】この発明は、柱内に軸方向の補強棒体を
埋設したので、強固に接合できる効果があり、また、柱
の引抜力に対する耐力を増加できるので、木造住宅にお
いて耐震構造の仕口を提供できる。
According to the present invention, since an axial reinforcing bar is buried in a pillar, it has an effect of being able to be joined firmly. In addition, since the withstand strength against the pull-out force of the pillar can be increased, a seismic structure of a wooden house can be improved. A connection can be provided.

【0043】また、柱内に軸方向の補強棒体を埋設した
ので、接合部材が柱や横架材の外面に露出しないので、
仕上げ工事の制限を受けず、設計の幅を広げることがで
きる効果がある。また、構造材の接合を、補強棒体の螺
糸部を使用して、ボルトにより緊結することにより構築
できるので、施工を簡易化・標準化できる効果がある。
Also, since the reinforcing rod in the axial direction is buried in the column, the joining member is not exposed on the outer surface of the column or the transverse member.
There is an effect that the width of the design can be expanded without being restricted by the finishing work. Further, since the joining of the structural materials can be performed by using the thread portion of the reinforcing rod body and tightening with bolts, there is an effect that the construction can be simplified and standardized.

【0044】また、この発明の穴明け装置では、構造材
用の基材の軸方向に正確かつ容易に取付穴を穿設できる
ので、補強棒体を埋設する構造体を容易に製造できる効
果がある。
Further, in the drilling device of the present invention, since the mounting hole can be formed accurately and easily in the axial direction of the base material for the structural material, the structure in which the reinforcing rod is embedded can be easily manufactured. is there.

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

【図1】この発明の実施例の柱で、(a)は縦断面図、
(b)は底面図である。
FIG. 1 shows a pillar according to an embodiment of the present invention.
(B) is a bottom view.

【図2】同じく実施例で、柱、土台及び筋交いを接合し
た木造構造物の縦断面図である。
FIG. 2 is a longitudinal sectional view of a wooden structure in which a pillar, a base, and a brace are joined in the same embodiment.

【図3】同じく実施例に使用する柱固定金物で(a)は
縦断面図、(b)は平面図、(c)は側面図である。
3 (a) is a longitudinal sectional view, FIG. 3 (b) is a plan view, and FIG. 3 (c) is a side view.

【図4】同じく実施例に使用する土台埋込み金物で、
(a)は平面図、(b)は正面図である。
FIG. 4 shows a base embedding metal used in the embodiment.
(A) is a plan view and (b) is a front view.

【図5】同じく実施例で使用する筋交い固定金物で、
(a)は右側面図、(b)は一部を破切した平面図、
(c)は(a)のD−D線における断面図である。
FIG. 5 is a brace fixing metal used in the same embodiment,
(A) is a right side view, (b) is a partially cutaway plan view,
(C) is sectional drawing in the DD line of (a).

【図6】同じく実施例で構築した木造構造物の縦断面図
である。
FIG. 6 is a longitudinal sectional view of the wooden structure constructed in the same embodiment.

【図7】この発明の柱の穴明け装置の正面図である。FIG. 7 is a front view of the pillar drilling device of the present invention.

【符号の説明】[Explanation of symbols]

63 水平基台 64 基材保持具 65 案内具 67 基準水平杆 68 ドリル 69 きり(ドリル) 70 ドリルの保持具 73 操作具 75 水平案内杆 78 振止具 80 穴明け装置 92 鋼板(第三鋼板) 93 透孔 94 パイプ 95 螺糸部 96 土台埋込み金物 97 鋼板(第一鋼板) 98 膨出部 99 透孔 100 柱固定金物 101 柱基材 102 柱基材の上面 103 柱基材の下面 104 柱基材の側面 106 取付穴 108 固定穴 110 補強棒体 113 螺糸部(補強棒体) 115 固定ピン 117 補強環 118 凹部(柱基材) 120、121 柱 122 鋼板(第二鋼板) 123 透孔 124 取付板 126 取付孔 127 筋交い固定金物 129 基礎 130 土台 133 ボルト 134 ボルトの頭部 135 ボルト 136 筋交い 140 横架材 141 貫通孔 142 接合部材 143 螺糸部 145 ボルト63 Horizontal base 64 Base holder 65 Guide 67 Reference horizontal rod 68 Drill 69 Drill 70 Drill holder 73 Operating tool 75 Horizontal guide rod 78 Detent 80 Drilling device 92 Steel plate (third steel plate) 93 Through-hole 94 Pipe 95 Screw part 96 Base embedded hardware 97 Steel plate (first steel plate) 98 Swelling part 99 Through-hole 100 Column fixing hardware 101 Column base 102 Upper surface of column base 103 Lower surface of column base 104 Column base Side of material 106 Mounting hole 108 Fixing hole 110 Reinforcing rod 113 Screw part (Reinforcing rod) 115 Fixing pin 117 Reinforcement ring 118 Depression (pillar base material) 120, 121 Column 122 Steel plate (second steel plate) 123 Through hole 124 Mounting plate 126 Mounting hole 127 Brace fixing hardware 129 Foundation 130 Base 133 Bolt 134 Bolt head 135 Bolt 136 Brace 14 Horizontal member 141 through holes 142 joining members 143 Nishiito 145 volts

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04B 1/26 E04B 1/58 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 7 , DB name) E04B 1/26 E04B 1/58

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 以下のようにして、柱と土台とを固定す
ることを特徴とする木造構造物の構築方法。 (1)第一鋼板の中央部に膨出部を形成し、該鋼板の隅
部に透孔を穿設し、柱固定金物を構成する。 (2)また、柱基材の端面から所定長さに亘り、軸方向
の中心位置に取付穴を穿設し、前記柱基材の端面に前記
膨出部を嵌挿できる凹部を形成する。前記柱基材の側面
に軸と直角に固定孔を穿設し、該固定孔を前記取付穴の
底付近を貫通させる。前記柱基材の取付穴に、内壁に螺
糸部を有しかつ一端部に貫通孔を有する補強棒体を嵌挿
し、該補強棒体の他端を凹部の底から突出しないように
配置する。前記固定孔に嵌挿した固定ピンを、前記補強
棒体の貫通孔を貫通して、前記固定孔内に埋設する。以
上のようにして、柱を構成する。 (3)次に、柱の端面に前記柱固定金物を配置し、前記
凹部と前記膨出部とを嵌合する。 (4)次に、前記膨出部の透孔を貫通したボルトを、補
強棒体の螺糸部に螺合緊結し、該ボルトの頭部を前記膨
出部内に収める。 (5)次に、第三鋼板の透孔にパイプを嵌挿立設して土
台埋込み金物を形成する。土台の貫通孔に前記パイプを
嵌挿し、前記パイプの上端が前記貫通孔内に位置するよ
うに、前記土台に前記土台埋込み金具を取り付ける。基
礎上に前記土台を緊結する。前記土台に前記柱を立設
し、前記土台の貫通孔と前記柱固定金物の透孔とを一致
させる。 (6)次に、前記柱固定金物の透孔から挿通したボルト
を前記パイプの内壁に形成された螺糸部に螺合緊結し
て、木造構造物を構成する。
1. A method for constructing a wooden structure, comprising fixing a pillar and a base as follows. (1) A bulge is formed at the center of the first steel plate, and a through hole is formed at a corner of the steel plate to form a pillar fixing hardware. (2) In addition, a mounting hole is formed at a central position in the axial direction over a predetermined length from the end face of the pillar base material, and a concave portion in which the bulging portion can be inserted is formed in the end face of the pillar base material. A fixing hole is formed in a side surface of the pillar base material at right angles to an axis, and the fixing hole penetrates near the bottom of the mounting hole. A reinforcing rod having a thread part on the inner wall and a through hole at one end is fitted into the mounting hole of the pillar base, and the other end of the reinforcing rod is arranged so as not to protrude from the bottom of the recess. . A fixing pin inserted into the fixing hole penetrates the through hole of the reinforcing rod and is embedded in the fixing hole. The pillar is configured as described above. (3) Next, the column fixing hardware is arranged on the end surface of the column, and the concave portion and the bulging portion are fitted. (4) Next, the bolt that has passed through the through hole of the bulging portion is screwed and tightened to the thread portion of the reinforcing rod, and the head of the bolt is housed in the bulging portion. (5) Next, a pipe is inserted into the through hole of the third steel plate and
A platform embedded metal is formed. Insert the pipe into the through hole in the base
The upper end of the pipe is located in the through hole.
As described above, the base mounting bracket is attached to the base. Group
Tie the foundation on the foundation. The pillar is erected on the base, and the through-hole of the base and the through-hole of the pillar fixing metal are aligned . (6) Next, the bolt inserted through the through hole of the pillar fixing hardware is screwed and tightened to a thread portion formed on the inner wall of the pipe to form a wooden structure.
【請求項2】 以下のようにして、柱と土台とを固定す
ることを特徴とする請求項1記載の柱と土台とからなる
木造構造物の構築方法。 (1) 第二鋼板の中央部に、取付予定の筋交いの取付
角度に応じて傾斜させた取付板を立設し、前記第二鋼板
の取付板の両側に、透孔を穿設して、筋交い固定金物を
構成する。請求項1により、柱及び柱固定金物を構成
し、該柱に柱固定金物を固定する。 (2)次に、土台に前記柱を立設し、前記柱固定金物の
透孔を、前記土台の貫通孔と一致させる共に、前記筋交
い固定金物を柱固定金物上に載置し、前記柱固定金物の
透孔と前記筋交い固定金物の透孔とを連通させる。 (3)次に、前記筋交い固定金物の透孔を挿通したボル
トを、前記柱固定金物の透孔を挿通し、前記パイプの内
壁に形成された螺糸部に螺合緊結する。
2. A as follows, pillars and foundations how construction of claim 1 columns and wooden structure consisting of a base of, wherein fixing the. (1) At the center of the second steel plate, a mounting plate inclined in accordance with the mounting angle of the brace to be mounted is erected, and through holes are formed on both sides of the mounting plate of the second steel plate. Construct bracing fixtures. According to claim 1, a column and a column fixing metal are formed, and the column fixing metal is fixed to the column. (2) Next, erected the pillars foundation, the through hole of the pillar fixing hardware, both to match the through hole of the base, the brace fixing hardware is placed on pillars fixing hardware, said post The through holes of the fixing hardware and the through holes of the brace fixing hardware communicate with each other. (3) Next, the bolt inserted through the through hole of the brace fixing metal is inserted into the through hole of the column fixing metal and screwed and tightened to a thread portion formed on the inner wall of the pipe.
JP24054299A 1998-08-27 1999-08-26 How to build a wooden structure Expired - Fee Related JP3350816B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24054299A JP3350816B2 (en) 1998-08-27 1999-08-26 How to build a wooden structure

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP24204198 1998-08-27
JP10-242041 1998-08-27
JP24054299A JP3350816B2 (en) 1998-08-27 1999-08-26 How to build a wooden structure

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JP2000136566A JP2000136566A (en) 2000-05-16
JP3350816B2 true JP3350816B2 (en) 2002-11-25

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Country Link
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Publication number Priority date Publication date Assignee Title
CN110230369A (en) * 2019-07-03 2019-09-13 厦门源昌城建集团有限公司 A kind of assembles post and its joggle construction method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6122081Y2 (en) * 1981-03-26 1986-07-02
JP2809425B2 (en) * 1989-04-27 1998-10-08 旭化成工業株式会社 Wood fittings
JPH07197526A (en) * 1993-12-31 1995-08-01 Jiyuuken Sangyo:Kk Joining between pillar and base foundation
JP3726103B2 (en) * 1996-03-18 2005-12-14 藤松 勝 Frame structure of wooden building
JPH09302776A (en) * 1996-05-20 1997-11-25 Masayuki Matsunaga Device for fixing end section of horizontal member in wooden house to column

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