JPH0649902A - Capital joint structure for wooden framework structure - Google Patents
Capital joint structure for wooden framework structureInfo
- Publication number
- JPH0649902A JPH0649902A JP22346392A JP22346392A JPH0649902A JP H0649902 A JPH0649902 A JP H0649902A JP 22346392 A JP22346392 A JP 22346392A JP 22346392 A JP22346392 A JP 22346392A JP H0649902 A JPH0649902 A JP H0649902A
- Authority
- JP
- Japan
- Prior art keywords
- wooden
- horizontal member
- members
- horizontal
- strip
- 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.)
- Pending
Links
- 239000000463 material Substances 0.000 claims description 12
- 238000010276 construction Methods 0.000 abstract description 9
- 239000002184 metal Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 238000012545 processing Methods 0.000 description 5
- 241000272165 Charadriidae Species 0.000 description 4
- 239000000470 constituent Substances 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 241000218645 Cedrus Species 0.000 description 1
- 241000218691 Cupressaceae Species 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000035882 stress Effects 0.000 description 1
- 238000012549 training Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【発明の目的】この発明は、日本古来からの木造軸組構
造の柱頭仕口構造に関するものであり、在来の仕口形成
技術の簡素化と小屋組あるいは2階以上の床組構造の簡
素化、ならびに柱頭仕口部の構造強度の改善、特に上下
木製柱の接続強度の強化と、そのための接続部材の隠蔽
とを可能とする改良された木造軸組構造物の柱頭仕口構
造を提供しようとするものである。OBJECT OF THE INVENTION The present invention relates to a stigma joint structure of a wooden frame structure from ancient Japan, and simplifies the conventional technique of forming a joint and simplifies the structure of a shed or a floor structure of two or more floors. And the structural strength of the stigma joint part, especially the strengthening of the connection strength of the upper and lower wooden columns, and the concealment of the connecting members for that purpose, providing an improved stigma joint structure of the wooden frame structure Is what you are trying to do.
【0002】[0002]
【従来技術】我が国古来からの木造軸組構造物は、その
完成された仕口構造、接ぎ手構造の故に世界でも希にみ
る秀れた木造建築様式と高い評価を受けているが、それ
ら完成された仕口構造、接ぎ手構造の実現には、高度な
切り込み加工のできる技能に長けた大工職人の存在が不
可欠の要因である。ところが、時代の流れと共に、この
分野に対する若年層からの人気をなくし、技能ある若年
労働者の養成が思うにまかせなくなってきていることに
加え、長年この分野で活躍してきた大工職人が老齢化し
てきていること等から、我が国固有の仕口構造や接ぎ手
構造の実現できる大工職人の絶対量は、年と共に減少し
つつある。2. Description of the Related Art Since ancient times, Japanese wooden frame structures have been highly evaluated as one of the most outstanding wooden construction styles in the world due to their completed joint structure and joint structure. The existence of a carpenter who is skilled in advanced incision processing is an essential factor in realizing a special joint structure and joint structure. However, along with the passage of time, the popularity of this field from young people has disappeared, and the training of skilled young workers has become unavoidable.In addition, carpenters who have been active in this field for many years are aging. Therefore, the absolute number of carpenters who can realize the unique joint structure and joint structure of Japan is decreasing with the years.
【0003】このような状況から、我が国古来からの木
造軸組構造物に代わり、特別な技能職人を要しない、例
えばツーバイフォー工法による木造構造物や各種プレフ
ァブ建築が台頭、隆盛をみる時代に移り変わってきてい
る。しかし、こうした全般的な傾向の中にも、やはり従
前までの伝統的な建築様式に心の安住を求める傾向は根
強く、また、我が国経済の復興、発展にも支えられ、今
流行りのプレファブ建築を受け入れないで我が国伝統の
木造軸組構造物を選択する人々が増えつつあるのも事実
である。このような最近の傾向を踏まえ、本願出願人に
おいてはその対応策として既に幾つかの提案をなし、既
に実施化に結び付けているものもある。Under such circumstances, the wooden frame structure has been replaced by the traditional wooden structure of Japan, and the time has come to see the rise and prosperity of wooden structures and various prefabricated structures by, for example, the two-by-four method, which do not require special skilled craftsmen. ing. However, even among these general trends, there is still a strong tendency to seek peace of mind in traditional architectural styles up until now, and in addition to the recovery and development of Japan's economy, the prefabricated buildings that are in fashion nowadays have become popular. It is also true that more and more people are choosing to use traditional Japanese wooden frame structures without accepting them. In view of such recent trends, the applicant of the present application has already made some proposals as a countermeasure, and some of them have already been put into practice.
【0004】平成03年特許願第119482号発明
も、本願出願人のそのような一連の流れの中で実現し得
た技術的思想の一つであり、特に、木造軸組構造物にお
ける柱頭部分の仕口構造に関し、伝統的な木構造である
通し柱と、それに横架材を特別な仕口で接続、組み合わ
せ、それら横架材を支持部として通し柱以外の上下階の
木製柱を立設していた建築様式を、合理的に脱却し得る
よう提案するものであった。The invention of Japanese Patent Application No. 119482 of 2003 is also one of the technical ideas that the applicant of the present invention has realized in such a series of flows, and in particular, the stigma part in a wooden frame structure. Regarding the joint structure of, the traditional wooden structure of the through pillars and the horizontal bridges are connected and combined with a special joint, and the horizontal pillars are used as the support parts to stand the wooden pillars on the upper and lower floors except the through pillars. It proposed that the existing architectural style could be rationally removed.
【0005】この発明は、上記した発明と同様の目的で
完成した更に別の技術的思想に基づくものであり、先ず
何よりも重要な課題は、上記した発明で実現し得なかっ
た上下の木製柱を、その柱頭と柱脚とで直接接続してし
まうと同時に、それらの接続に使用する金具が、木製柱
の出隅(交叉する横架材相互間では入り隅)部分に露出
状となって、以降の仕上げ構造の形成にできるだけ支障
を来さないようにする仕口構造を実現しようとするもの
であり、その構成は、以下において詳述するとおりのも
のである。The present invention is based on yet another technical idea completed for the same purpose as the above-mentioned invention. First and foremost, the most important problem is the upper and lower wooden pillars which cannot be realized by the above-mentioned invention. At the same time that they are directly connected to the stigma and pedestal, the metal fittings used to connect them are exposed at the protruding corners of the wooden pillars (the corners between the intersecting horizontal members). The present invention intends to realize a joint structure that does not hinder the subsequent formation of the finishing structure as much as possible, and the structure thereof is as described in detail below.
【発明の構成】図面に示した実施例に代表されるこの発
明の木造軸組構造物の柱頭仕口構造は、基本的に次のよ
うな構成から成る。DETAILED DESCRIPTION OF THE INVENTION The stilt joint structure of the wooden frame structure of the present invention represented by the embodiment shown in the drawings basically has the following structure.
【0006】即ち、小屋組用または上階用の横架材の架
構高に応じた長さ寸法に形成されてなる木製柱1,1
を、短冊部材6,6,……とボルト・ナット等の固定具
61,61,……とで直接上下に接続、一体化する一
方、それら上下に接続された木製柱1,1の側面に露出
する短冊部材6,6,……を、主横架材3の木製柱1柱
頭への接続をする受け材2と、主横架材3上に作業空間
部を確保するための間隔保持材5,5,……を介して一
体化される補助横架材4の木口とで覆い隠してしまうこ
とを特徴とする木造軸組構造物の柱頭仕口構造とするも
のである。[0006] That is, the wooden columns 1 and 1 which are formed to have a length according to the frame height of a horizontal member for a shed or an upper floor.
, And the fixing members 61, 61, ... such as bolts and nuts are directly connected to each other in the vertical direction and integrated with each other, and on the side surfaces of the wooden columns 1, 1 connected to the vertical direction. The exposed strip members 6, 6, ... Retaining material 2 for connecting the main horizontal member 3 to the wooden pillar 1 stilts, and the spacing member for securing a working space on the main horizontal member 3. A stilt joint structure of a wooden frame structure is characterized in that it is covered with the auxiliary horizontal member 4 which is integrated via 5, 5 ,.
【0007】木製柱1は、所謂従前から採用されている
105mm(3寸)角、121mm(4寸)角、あるいはそ
れ以上の寸法角から成る檜材、杉材、米つが材等の柱で
あり、土台あるいは基礎から、小屋組を構成することと
なる横架材3、即ち小屋梁や軒桁等の架構高、あるいは
2階以上の構造物の場合であれば、2階床、3階床等の
床組構造を構成することとなる横架材3、即ち梁、桁、
胴差し等の架構高に応じた長さ寸法に形成される。した
がって、平屋は勿論のこと、2階建ての構造物でも各階
の架構高を統一することにより、この木製柱の長さ寸法
を定尺物に統一した規格品として扱うことも可能とな
る。The wooden pillar 1 is a pillar made of so-called cypress, cedar, rice bran, etc., which has a size of 105 mm (3 inch) square, 121 mm (4 inch) square or more, which has been adopted so far. Yes, from the foundation or foundation, the horizontal cross members 3 that will form the hut, that is, the frame height of the shed beams and eaves girders, or the second floor and the third floor in the case of a structure with two or more floors. A horizontal member 3 that constitutes a floor assembly structure such as a floor, that is, a beam, a girder,
It is formed to have a length according to the height of the frame such as a girth. Therefore, it is possible to handle not only a one-story house but also a two-story structure by standardizing the frame height of each floor so that the length of the wooden pillar is standardized to a standard length.
【0008】この木製柱1,1を上下に連結する機能を
果たすのが、短冊部材6であり、厚板鋼板等の強度ある
素材によって形成され、該木製柱1との固定をなすボル
ト・ナット等の固定金具62、および、後述のL型部材
7,7相互間を緊結する緊結金具8の挿通用の通孔6
1,61,……が予め所定通りに穿設された細長い形状
に形成される。短冊部材6,6,……は、木製柱1の柱
頭側面に添わされ、夫々全長の略半分程度が木製柱1柱
頭木口から上方に突出状となるようにした上、先ず、柱
頭側に固定金具62,62,……で固定され、次いで、
接続すべき木製柱1の柱脚を上方から落し込み、同じく
ボルト・ナット等の固定金具62,62,……で固定
し、該短冊部材6,6,……が、下方側の木製柱1柱頭
と上方側の木製柱1柱脚とに股がる状態で木製柱1,1
を上下に直接連結するものである。It is the strip member 6 that fulfills the function of vertically connecting the wooden columns 1 and 1, and is made of a strong material such as a thick steel plate, and is a bolt / nut for fixing the wooden columns 1 to each other. Through holes 6 for inserting fixing metal fittings 62 and the like, and tight fitting metal fittings 8 for tightly connecting L-shaped members 7, 7 described later.
, 61, ... Are formed in an elongated shape which is preliminarily formed in a predetermined manner. The strip members 6, 6, ... are attached to the side of the stigma of the wooden pillar 1, and approximately half of the total length of each of the strip members are projected upward from the stigma of the wooden pillar 1, and first fixed to the stigma side. It is fixed with metal fittings 62, 62, ...
The column base of the wooden column 1 to be connected is dropped from above and fixed with fixing fittings 62, 62, ... such as bolts and nuts, and the strip members 6, 6, ... are the wooden columns 1 on the lower side. Wooden pillars 1, 1 in a state where they straddle the stigma and the wooden pillar 1 on the upper side
Are directly connected to each other.
【0009】受け材2は、木製柱1の柱頭で、主横架材
3と補助横架材4とを対とする横架材の接続方向に面し
た側面に添設され、必要に応じて接着剤を併用した上、
ボルト・ナット等の固定部材22,22,……で固定、
一体化される。この受け材2は、その段欠き顎部21に
主横架材3を支持し、同上端木口で補助横架材4を支持
すると同時に、段欠き形成されていない側の面、即ち木
製柱1に当接する面の上方側により、上記した短冊部材
6の、上端から補助横架材3の背高寸法分を除いた部分
を覆い隠す機能を果たす。なお、必要があれば段欠き形
成部分の適所に、木製柱1の芯に対し、主横架材3の軸
心を簡単に合致させるようにするための適宜手段、例え
ばダボを突設したり、凸条あるいは凹溝等の簡単なアジ
ャスト加工を施したものとなし、主横架材3の相対応す
る部分に、それに嵌合する加工部を形成し、それらを合
致させれば自動的に芯出しが実現してしまうようなもの
とすることもできる。The receiving member 2 is a stigma of the wooden pillar 1, and is attached to a side surface facing the connecting direction of the horizontal members, which is a pair of the main horizontal member 3 and the auxiliary horizontal member 4, and is attached as necessary. In addition to using an adhesive,
Fixed with fixing members 22, 22, ... such as bolts and nuts,
Be integrated. The receiving member 2 supports the main horizontal member 3 on the stepped jaw portion 21 and supports the auxiliary horizontal member 4 at the upper end of the same, and at the same time, the surface on which the step member is not formed, that is, the wooden pillar 1 The upper side of the surface that abuts on the sheet has a function of covering the above-mentioned strip member 6 excluding the height dimension of the auxiliary horizontal member 3 from the upper end. If necessary, an appropriate means for easily aligning the axis of the main horizontal member 3 with the core of the wooden column 1 may be provided at a suitable place of the stepped portion, such as a dowel. It is assumed that a simple adjustment process such as a ridge or groove is applied, and a processing part to be fitted to it is formed at the corresponding part of the main horizontal member 3, and if they are matched, it is automatically It is also possible that the centering is realized.
【0010】横架材は、主横架材3と、その上方に所定
間隔の作業空間部を置いて並置される補助横架材4との
組み合わせから構成され、両者3,4は、作業空間部確
保用の間隔保持材5を介在させた上で、緊結部材9で実
質的に一体的な横架材を構成するようにするものであ
り、上記の如く、柱頭に添設、一体化した受け材2の段
欠き顎部21と上端木口とを支持部として間接的に木製
柱1,1の上下連結部廻りに接合されるものであり、構
造物の平面計画に応じ、平面配置具合では、木製柱1に
対し、一方向からだけで接合される場合、同一軸線上で
相対する2方向から接合される場合、互いに異なる2方
向から接合する(木製柱1が四角形断面であればLの字
接合となる)場合、あるいは木製柱の1面を残す全面
(木製柱1が四角形断面であれば柱芯に向かい3面方向
で、Tの字接合となる)に向かう方向に接合される場
合、あるいはまた、木製柱1の側面全面(木製柱1が四
角形断面であれば十の字接合となる)に向かって接合さ
れる場合等の様々な態様が包含される。The horizontal member is composed of a combination of a main horizontal member 3 and an auxiliary horizontal member 4 which is juxtaposed above the main horizontal member 3 with a work space portion at a predetermined interval therebetween. The space retaining member 5 for securing the parts is interposed, and then the binding member 9 constitutes a substantially integral horizontal member, which is attached to and integrated with the stigma as described above. The stepped jaw portion 21 of the receiving member 2 and the upper end wooden mouth are indirectly joined around the upper and lower connecting portions of the wooden columns 1 and 1 as a supporting portion. , When the wooden pillar 1 is joined from only one direction, when joined from two opposite directions on the same axis, the joints are made from two different directions (if the wooden pillar 1 has a quadrangular cross section, L In the case of letter-joining), or one side of a wooden pillar is left (the wooden pillar 1 is a square section). If it is joined in the direction toward the pillar core in the direction of three planes, that is, in the direction of the letter T, or again, the entire side surface of the wooden pillar 1 (if the wooden pillar 1 has a quadrangular cross section, a figure of ten) Various modes such as the case of joining toward (to be joined) are included.
【0011】その中、主横架材3は、所謂木造構造物の
水平耐力を受ける構造材であると共に、床加重を負担す
るものであり、主として上記受け材2にその木口を支承
させる適宜公知の構造、例えば、受け材2が段欠き部1
1全面に添設されたものであればホゾ差しとしたり、受
け材2が横架材3の半分程度のものであれば腰掛け接ぎ
とすることによって柱1への仕口を実現する。その際、
水平方向への抜け出しを阻止するためには、主横架材3
の接合側端部近くの上面、作業空間部S内に納まるよう
にして一体化されたL型部材7のウェブ部71と短冊部
材6との間、あるいは、同一軸線上の反対側にも他の横
架材が接続される構造の場合であれば、他のL型部材7
のウェブ部71との間に、木製柱1および短冊部材6を
貫通、横断させて緊結金具8を配置し、それらの緊結に
よって実現するようにする。Among them, the main horizontal member 3 is a structural member that receives the horizontal proof stress of a so-called wooden structure and bears a floor load. Structure, for example, the receiving member 2 is the stepped portion 1
1 If it is attached to the entire surface, it will be a mortar, and if the receiving member 2 is about half of the horizontal member 3, it will be a stool joint to realize the connection to the pillar 1. that time,
In order to prevent it from slipping out in the horizontal direction, the main horizontal member 3
Of the L-shaped member 7 integrated so as to be accommodated in the work space S, the upper surface near the end on the joining side of the strip member 6, or on the opposite side on the same axis. In the case of the structure in which the horizontal members of
The wooden post 1 and the strip member 6 are penetrated and crossed between the web portion 71 and the web portion 71, and the binding metal fitting 8 is arranged to realize the binding.
【0012】一方、補助横架材4は、作業空間部Sを確
保するための間隔保持材5,5,……を介して横架材3
に一体化され、在来の根太掛けのように2階床、3階床
の根太端部を支持したり、2階、3階各床用既成パネル
の突き付け面となる機能を果たす外、その接合側端部
は、既に木製柱1の柱頭に一体化されている前記受け材
2の上端木口上に載置され、自らの木口によって、受け
材2上方に突出状となっている短冊部材6を隠蔽してし
まう機能を果たすことになる。On the other hand, the auxiliary horizontal member 4 is provided with the space members 5, 5, ...
In addition to the function of supporting the joist ends of the 2nd floor and 3rd floor like a traditional joist and serving as the abutting surface of the prefabricated panels for 2nd and 3rd floor, The end portion on the joining side is placed on the upper end wooden mouth of the receiving member 2 which is already integrated with the stigma of the wooden pillar 1, and the strip member 6 protruding above the receiving member 2 by its own wooden mouth. It will fulfill the function of concealing.
【0013】間隔保持材5は、主横架材3天端から突出
状となる受け材2の突出寸法に匹敵する背高寸法(通
常、10cm前後)のものでよく、また、その厚さ寸法で
は、その1辺が少なくとも横架材3の厚さ寸法以上のも
ので、緊結金具9を貫通させるのに支障のない断面寸法
のものが採用されなければならず、特に床用既成パネル
(図示せず)を採用する構造の場合等には、この間隔保
持材5,5,……がそれら既成パネル端縁を支承するよ
うにするため、横架材3側面から突出状となるだけの寸
法(横架材の一側面から少なくとも2〜3cm程度食み出
る寸法)となる大きめの部材が採用されることもある。
なお、以上のこの発明の基本的な構成の説明において、
各構成要素に付した符号は、あくまで実施例との対応を
たやすくする目的で付した便宜的なものであって、この
ことによって各構成要素の構造その他が制約されること
はない。以下、図面に示すこの発明の技術的思想に基づ
く最も代表的な仕口構造の1実施例について説示するこ
とにする。The spacing member 5 may have a height (usually around 10 cm) comparable to the protruding size of the receiving member 2 protruding from the top end of the main horizontal member 3 and its thickness. Then, one side of which must be at least as thick as the thickness of the horizontal member 3 and has a cross-sectional size that does not hinder the penetration of the binding metal 9, and in particular, an existing floor panel (Fig. In the case of a structure adopting (not shown), such a size that the spacing members 5, 5, ... Only project from the side surface of the horizontal member 3 in order to support the edges of the existing panels. In some cases, a large member having a size (at least about 2 to 3 cm protruding from one side surface of the horizontal member) is used.
In the above description of the basic configuration of the present invention,
The reference numerals given to the respective constituents are for convenience only for the purpose of facilitating the correspondence with the embodiments, and the structure and the like of the respective constituents are not restricted by this. An embodiment of the most typical joint structure based on the technical idea of the present invention shown in the drawings will be explained below.
【0014】[0014]
【実施例1】図1の木製柱1,1接合部廻りの接続関係
を示す分解斜視図、図2の完成直前の状態を他の角度か
ら見た一部分解斜視図、図3の要部中央縦断面図に示さ
れている柱頭仕口構造は、木製柱1柱頭で、上階の木製
柱1柱脚を直接接続する接合部廻りに、主横架材3,3
と補助横架材4,4とで対を成す横架材(即ち、梁と桁
になる横架材)が直交する2方向から接合される場合の
柱頭仕口構造の例であって、それら横架材の天端(正確
には、主横架材3,3、および補助横架材4,4双方の
天端)は同一水平面内に納まる構造が実現される。[Embodiment 1] An exploded perspective view showing the connection relationship around the wooden columns 1 and 1 joints of FIG. 1, a partially exploded perspective view of the state immediately before completion of FIG. 2 seen from another angle, and a central part of FIG. The stigma connection structure shown in the vertical cross-section is a wooden pillar with one stilt, and the main horizontal members 3,3 around the joint that directly connects the one wooden pedestal on the upper floor.
Fig. 4 is an example of a stigma connection structure in the case where a horizontal member which forms a pair with the auxiliary horizontal members 4 and 4 (that is, a horizontal member which becomes a beam and a girder) is joined from two directions orthogonal to each other. A structure in which the top ends of the horizontal members (to be precise, the top ends of both the main horizontal members 3, 3 and the auxiliary horizontal members 4, 4) are accommodated in the same horizontal plane is realized.
【0015】先ず、図1の分解斜視図に分解斜視図に示
されているとおり、上階用の横架材となる主横架材3,
3と、その上方に作業空間部Sを確保して並置される補
助横架材4,4の架構高に応じた長さ寸法に形成された
木製柱1の柱頭各側面に、夫々短冊部材6,6,……
が、その長さの略半分程度を柱頭から上方に突出状とな
る如くして一体化される。短冊部材6は、柱頭相対する
面に採用されるもの同志は、通孔61,61,……の形
成箇所が全く同一であり、それに直交する2面に採用さ
れるものとは、通孔61,61,……が、固定部材62
の太さよりやや大きい寸法分だけ位相させて形成されて
いる。(この構造は、短冊部材6を2種類用意して実現
しても差し支えはないが、この例では、同一種類のもの
を、上下を単に反転させることによって通孔形成位置が
自動的に位相されてしまうよう、事前に通孔61,6
1,……形成位置を配慮して形成したものを採用してい
る。)First, as shown in the exploded perspective view of the exploded perspective view of FIG. 1, a main horizontal member 3, which is a horizontal member for the upper floor, is formed.
3 and the strip member 6 on each side of the stigma of the wooden pillar 1 formed to have a length dimension corresponding to the frame height of the auxiliary horizontal members 4 and 4 arranged side by side with the working space S secured thereabove. , 6, ……
However, about half of the length is integrated so as to project upward from the stigma. The strip members 6 are used on the surfaces facing the stigmas, and the same position is that the through holes 61, 61, ... Are formed at exactly the same position. , 61, ... are fixed members 62
It is formed by phasing by a dimension slightly larger than the thickness of. (This structure can be realized by preparing two types of strip members 6, but in this example, the through-hole forming positions are automatically phased by simply reversing the same type. In order to avoid
1, ... The ones that are formed with consideration for the formation position are used. )
【0016】次いで、短冊部材6,6,……の中、主横
架材3,3および補助横架材4,4を対とした横架材の
接続面となる、互いに隣接、直交する2面に固定された
短冊部材6,6の外側から、当接すべき横架材の背高寸
法以上の長さ範囲に亘って段欠き形成した受け材2,2
を、その上端が柱頭から突出状で、且つ前記した短冊部
材6,6の上端から補助横架材4,4の各木口背高寸法
分を残した状態となる如く規制して添設、一体化する。Next, among the strip members 6, 6, ..., 2 which are adjacent to each other and are orthogonal to each other, which are the connecting surfaces of the horizontal members which pair the main horizontal members 3, 3 and the auxiliary horizontal members 4, 4. From the outside of the strip members 6 and 6 fixed to the surface, the receiving members 2 and 2 formed in a stepped shape over the length range of the height dimension of the horizontal member to be abutted.
The upper end of the strip member 6 and the upper end of the strip member 6 and the auxiliary horizontal members 4 and 4 with the heights of the respective mouths of the auxiliary horizontal members 4, 6 Turn into.
【0017】この実施例では、短冊部材6,6が柱頭側
面から材厚分だけ出っ張っているため、受け材2,2の
当接面側が、それを吸収できる溝部の形成されたものと
なっており、固定部材22,22で上記のように規制さ
れて一体化された構造において、木製柱1との間に隙間
を生じることはない。短冊部材6,6,……と、それを
一部覆い隠すよう規制して取り付ける受け材2,2,…
…とは、建築現場で木製柱1,1,……を立設しながら
順次組み合わせ、固定するようにしてもよいが、そこま
でを、梁伏せ図あるいは小屋伏せ図に示された横架材の
接続方向に応じて、受け材2,2,……の柱頭への組み
合わせを変えた何種類かの規格品の木製柱1,1,……
として工場生産して現場に搬入、使用するようにしても
勿論適わない。In this embodiment, since the strip members 6 and 6 project from the side surface of the stigma by the amount corresponding to the material thickness, the contact surface sides of the receiving members 2 and 2 are formed with the groove portions capable of absorbing them. Therefore, in the structure in which the fixing members 22 and 22 are regulated and integrated as described above, there is no gap between the wooden columns 1. Strip members 6, 6, ... and supporting members 2, 2, ... that are regulated and attached so as to partially cover them
The wooden pillars 1, 1, ... may be set up one after another while standing on the construction site, and they may be fixed together, but up to that point, the horizontal crossing materials shown in the beam or floor plan. Depending on the connection direction of the, the wooden pillars 1,1, ...
As a matter of course, it is not suitable even if it is produced in a factory and brought into the site for use.
【0018】続いて、小屋組用または上階用の木製柱1
の脚部を、前記突出状とした短冊部材6,6,……間に
落し込み、固定部材62,62で短冊部材6,6,……
に一体化して上下に木製柱1,1相互を直接的な接続
(即ち、下階の木製柱1の柱頭木口に上階の木製柱1の
柱脚木口が直に繋がった接続)による接合構造を実現す
る。一方、所定の方向に受け材2,2が取り付けられて
いる木製柱1の柱頭には、予定された主横架材3,3
を、クレーンで吊り上げる等して接続することになる
が、この主横架材3,3の接続側端部近傍上面には、地
上部においてL型部材7が、複数の固定部材72,7
2,……によって頑強に取着され、受け材2の段欠き顎
部21に載置状として接続した後、先に一体化されたL
型部材7のウエブ部71を、当該横架材軸線上にある短
冊部材6,6の中の外側(即ち、当該受け材2で隠蔽し
ていない方)となる短冊部材6の側から挿入して木製柱
1を貫通させた緊結部材8で緊結し、主横架材3の水平
方向への移動を確実に阻止する構造を実現する。Subsequently, the wooden pillars 1 for the roof or upper floors
, And the fixing members 62, 62 are used to drop the leg portions of the strip members 6, 6 ,.
Integrated structure by directly connecting the wooden pillars 1 and 1 to each other (that is, the connection of the stile head of the wooden pillar 1 on the lower floor to the pillar base of the wooden pillar 1 on the upper floor) To realize. On the other hand, on the stigma of the wooden pillar 1 to which the receiving members 2 and 2 are attached in a predetermined direction, the main main cross members 3 and 3 are planned.
Are to be connected by hoisting them with a crane. On the upper surface in the vicinity of the connection-side ends of the main horizontal members 3 and 3, an L-shaped member 7 is provided on the ground portion and a plurality of fixing members 72, 7 are provided.
2, ... is firmly attached, and after being connected to the stepped jaw 21 of the receiving member 2 as a mounting state, the L which has been previously integrated is attached.
The web portion 71 of the mold member 7 is inserted from the side of the strip member 6 which is the outside of the strip members 6 and 6 on the axis of the horizontal member (that is, the side which is not covered by the receiving member 2). The wooden columns 1 are tightly connected to each other by tightly connecting members 8 to realize a structure in which the horizontal movement of the main horizontal member 3 is reliably prevented.
【0019】この実施例では、平面上、横架材が木製柱
1に対してL字形に接続する場合を実施例としているた
め、主横架材3の水平方向への移動を、上記したとお
り、短冊部材6とL型部材7のウエブ71との間に緊結
部材8を配する例となっているが、例えば木製柱1を挾
んで相対向する平面で直線となる横架材相互の接続箇所
では、緊結部材8は、夫々の主横架材3,3上面に一体
化されたL型部材7,7のウエブ部71,71間に緊結
部材8を貫通(当然相対向する短冊部材6,6とその間
にある木製柱1とを貫通)させて緊結することになる。
なお、この実施例では、受け材2の段欠き部分の立ち上
がり面に、芯出し用の凸条23が形成されると共に、主
横架材3の当接側木口には、それに嵌合する凹溝33が
形成され、組み立て時にそれらを嵌合すると自動的に木
製柱1の芯に主横架材3の軸心が合致してしまい、後か
ら両者の芯出し作業を実施しなくてもよいようにした実
施例となっている。In this embodiment, since the horizontal member is connected to the wooden column 1 in an L shape in plan view, the horizontal movement of the main horizontal member 3 is as described above. The example in which the binding member 8 is arranged between the strip member 6 and the web 71 of the L-shaped member 7 is, for example, the connection between the horizontal members which are straight in the planes which face each other with the wooden pillar 1 sandwiched therebetween. At the location, the binding member 8 penetrates the binding member 8 between the web portions 71, 71 of the L-shaped members 7, 7 integrated on the upper surfaces of the respective main horizontal members 3, 3 (of course, the strip members 6 facing each other). , 6 and the wooden pillars 1 between them are pierced) and tightly connected.
In this embodiment, a ridge 23 for centering is formed on the rising surface of the stepped portion of the receiving member 2, and the contact side mouth of the main horizontal member 3 is provided with a concave portion to be fitted thereto. Grooves 33 are formed, and when they are fitted together during assembly, the axis of the main horizontal member 3 automatically coincides with the core of the wooden column 1, and there is no need to perform centering work for both afterwards. This is an example.
【0020】上記のようにして、各木製柱1,1,……
廻りに主横架材3,3,……を所定どおり横設、固定す
ると、それら各木製柱1,1,……は、基本的(即ち、
中二階構造その他、何等かの理由で床面高を意図的に変
化させた建造物の場合等は除く)には、その上面が全て
同一水平面内に納まっている構造が実現されることにな
る。その後、夫々の主横架材3,3,……上面に、適宜
配置で間隔保持材5,5,……を配し、各主横架材3,
3,……上面に作業空間部Sが確保される如くして、補
助横架材4,4,……を横設、一体化する。こうして、
木製柱1,1,……廻りには、作業空間部Sを確保した
状態で上下に主横架材3と補助横架材4とで対を成した
横架材が接続され、木製柱1,1が上下に直接連なった
仕口構造が実現される。As described above, each wooden pillar 1, 1, ...
When the main horizontal members 3, 3, ... are horizontally installed and fixed around as specified, the respective wooden columns 1, 1, ... are basically (ie,
(Except in the case of a mezzanine structure and other structures where the floor height is intentionally changed for some reason, etc.), a structure in which all the upper surfaces are within the same horizontal plane will be realized. . After that, the spacing members 5, 5, ... Are arranged on the upper surfaces of the respective main horizontal members 3, 3, ..
3, ... Auxiliary horizontal members 4, 4, ... are horizontally installed and integrated so that the work space S is secured on the upper surface. Thus
Around the wooden pillars 1, 1, ..., a horizontal member which is a pair of a main horizontal member 3 and an auxiliary horizontal member 4 is vertically connected while the working space S is secured. , 1 is directly connected in the vertical direction to realize a joint structure.
【0021】その際、補助横架材4,4,……の接続側
端部は、先の受け材2の上端木口上に載置状になると同
時に、補助横架材4,4,……の木口で、上階の木製柱
1の柱脚側面に表れていた短冊部材6,6,……上端側
をきれいに覆い隠してしまうことになる。なお、この発
明の仕口構造の各構成部材の組み立て工程は、必ずしも
上記した工程に限定されるものではなく、例えば、主横
架材3と補助横架材4の取り付け順序は逆でも差し支え
はなく、作業空間部Sを利用して後から緊結部材9の緊
結を実施することも可能であり、また、主横架材3,
3,…全てを受け材2,2,……を介して木製柱1,
1,……廻りに接続した後で、上階の木製柱1,1,…
…の柱脚を、短冊部材6,6,……間に落し込み、固定
するようにする等の作業工程を採用することも自由であ
る。At this time, the connecting side end portions of the auxiliary horizontal members 4, 4, ... Are placed on the upper end opening of the receiving member 2 and at the same time, the auxiliary horizontal members 4, 4 ,. At the mouth of the strip, the strip members 6, 6, ... that appeared on the side of the column base of the wooden column 1 on the upper floor will be covered up nicely. The process of assembling the constituent members of the joint structure according to the present invention is not necessarily limited to the above-mentioned process. For example, the main horizontal member 3 and the auxiliary horizontal member 4 may be attached in reverse order. Instead, the work space S can be used to carry out the tightening of the tightening members 9 later, and the main horizontal members 3,
3, ... Wooden columns 1, through all receiving materials 2, 2, ...
1,… After connecting around, wooden pillars on the upper floor 1, 1,…
It is also possible to freely adopt a work process in which the column base of ... is dropped between the strip members 6, 6, ... so as to be fixed.
【0022】[0022]
【作用効果】以上のような構成からなるこの発明の柱頭
仕口構造は、下階の木製柱1の柱頭と上階または小屋組
の木製柱1の柱脚とが、直接的に接続される構造を実現
して軸方向耐力の下方への伝達が極めて円滑に成される
ようにするという秀れた軸組構造を完成すると共に、そ
の際の接続機能を果たす短冊部材6,6,……が、柱頭
廻りに規制された配置で受け材2,2,……を配し、ま
た、その受け材2,2,……に対し、所定の組み合わせ
で主横架材3と補助横架材4とを対にした横架材を接続
するようにしたことから、少なくとも建造物の内側に露
出状となることがない、したがって、その後の仕上げ構
造の選択、即ち、大壁構造とするか、真壁構造とする
か、あるいは全く壁のない開放構造とするか等といった
選択の自由度が非常に高まるという従前までの構造では
なし得なかった全く新規な木造軸組構造を実現してい
る。In the stigma connection structure of the present invention having the above-mentioned structure, the stigmas of the wooden pillars 1 on the lower floor and the pedestals of the wooden pillars 1 on the upper floor or the shed are directly connected. We have completed an excellent framework structure that realizes the structure and makes it possible to transmit axial strength downwards extremely smoothly, and at the same time, the strip members 6, 6 ... However, the supporting members 2, 2, ... are arranged in a restricted arrangement around the stigmas, and the main horizontal member 3 and the auxiliary horizontal member are arranged in a predetermined combination with respect to the supporting members 2, 2 ,. Since the horizontal members paired with 4 are connected to each other, they are not exposed inside at least the inside of the building. Therefore, the selection of the finishing structure after that, that is, the large wall structure, The degree of freedom in selecting whether to use a true wall structure or an open structure with no walls is extremely high. It is quite realized a novel Wooden structure that could not talk in the construction of up to previously that increase.
【0023】また、上下に直接的に接続される木製柱
1,1廻りには、受け材2,2,……を介して横架材を
接続する構造を採用していることから、横架材を取り付
けるための仕口加工を木製柱1,1側面に殆ど施す必要
がなく、したがって、木製柱1,1の仕口加工による断
面欠損を全く考慮しなくてもいいため、従前までの構造
のように、断面欠損を避けるために、同一柱廻りへの横
架材の接続位置に規制を受け、同一水平面内に複数の横
架材上面を揃えることが物理的に不可能となっていたの
と違い、基本的には全ての横架材上面を同一水平面内に
納めることを可能にする構造を実現し得る結果、木製柱
1,1の規格化に加え、床組構造および小屋組構造が極
めて整然となって、これらの部材の規格化も可能とし、
木造軸組構造でありながら、特別な技能職人によらない
簡便且つ迅速な建築の実施化を可能とする外、各階の床
組空間、あるいは小屋裏空間のコンパクト化に繋がり、
構造物全体の軒高を低く押さえることができ、今後普及
するであろう3階建て木造軸組構造物の建築に有利に作
用するという特筆すべき効果を奏するものとなってい
る。Further, since the wooden columns 1, 1 which are directly connected to the upper and lower sides have a structure in which the horizontal members are connected through the receiving members 2, 2, ... There is almost no need to perform the joint processing for attaching the wood on the side surfaces of the wooden columns 1 and 1, and therefore it is not necessary to consider the cross-section loss due to the joint processing of the wooden columns 1 and 1, so the structure up to now In order to avoid cross-section loss, it was physically impossible to align the upper surfaces of multiple horizontal members within the same horizontal plane due to restrictions on the connection position of the horizontal members around the same column. Unlike the above, it is possible to realize a structure that allows the upper surfaces of all the horizontal members to be housed in the same horizontal plane. As a result, in addition to the standardization of the wooden columns 1 and 1, the floor structure and the shed structure Becomes extremely orderly, and standardization of these members is possible,
Although it is a wooden frame structure, it enables simple and quick implementation of construction without special craftsmen, and leads to a compact floor floor space or attic space on each floor.
The eaves height of the entire structure can be kept low, and it has a remarkable effect that it has an advantageous effect on the construction of a three-story wooden frame structure which will become popular in the future.
【0024】更には、横架材が主横架材3と補助横架材
4とを対にしたものとなし、構造強度上では専ら主横架
材3に機能させ、他の部材、例えば根太や大引き、火打
ち梁等の部材を受けるための加工部は、専ら補助横架材
4あるいはそれと作業空間部Sを利用して設けるように
するというように、機能分担が可能になる結果、横架材
の断面欠損の配慮が極めて楽になり、それだけ安全な建
造物の実現と、建築後の適当な時期における増改築の安
全性の確保とが容易になるという秀れた特徴をも奏する
こととなる。特に、実施例に示すこの発明を代表するも
のの場合、上記した特徴はより助長され、従前までの構
造のままでは存続が危ぶまれた木造軸組構造を、実質的
にその価値を変えることなく、今後も確実に継続してい
くことを保証する。Further, the horizontal member is not a pair of the main horizontal member 3 and the auxiliary horizontal member 4, and the main horizontal member 3 is made to function exclusively in terms of structural strength, and other members such as joist. The processing portion for receiving the members such as the sash, the hauling, and the striking beam is provided exclusively by using the auxiliary horizontal member 4 or the working space portion S. It is extremely easy to consider the cross-section loss of the frame material, and it also has the excellent feature that it is easy to realize a safe structure and secure the safety of extension and renovation at an appropriate time after construction. Become. In particular, in the case of the one representative of the present invention shown in the examples, the above-mentioned features are further promoted, and the wooden frame structure, which is considered to be unsustainable with the structure as before, does not substantially change its value. We guarantee that it will continue in the future.
【0025】叙上の如く、この発明の木造軸組構造物用
の柱頭仕口構造は、既に本願出願人において提案してい
る幾つかの発明同様、我が国古来からの木造軸組構造物
を実現する上で、その伝統的な構造形式に影響を及ぼす
ことなく施工効率を向上させると共に、その構造強度の
点で一層有利なものとすることができるから、木造建築
業者にとっては職人不足による影響を極力最少限に止ど
めることを可能とすると共に、プレファブ建築等に飽き
足らず、本来の木造軸組構造物を期待する人々に対し、
木造軸組構造の良さを享受できる質の高い木造軸組構造
物を、少しでも経済的負担を軽減してその期待に応える
ことを可能にするものである。As mentioned above, the stigma connection structure for a wooden frame structure of the present invention realizes a wooden frame structure from ancient Japan, as in some inventions already proposed by the applicant of the present application. In doing so, the construction efficiency can be improved without affecting the traditional structural form, and it can be made even more advantageous in terms of its structural strength. For those who want to keep it to the minimum possible, and who are not tired of prefabricated construction and expect the original wooden frame structure,
A high-quality wooden frame structure that can enjoy the advantages of a wooden frame structure makes it possible to reduce the economic burden as much as possible and meet the expectations.
図面は、この発明を代表する1実施例に基づくものであ
る。The drawings are based on one exemplary embodiment of the invention.
【図 1】木製柱廻りの接合関係の要部を示す分解斜視
図である。FIG. 1 is an exploded perspective view showing a main part of a joint relationship around a wooden pillar.
【図 2】木製柱廻りの仕口構造の完成直前の状態を示
すため、建物内部から見た部分分解斜視図である。FIG. 2 is a partially exploded perspective view seen from the inside of the building to show the state immediately before the completion of the joint structure around the wooden columns.
【図 3】仕口構造要部の縦断面図である。FIG. 3 is a vertical cross-sectional view of a main part of a joint structure.
1 木製柱 11 同通孔 2 受け材 21 同段欠き顎部 22 同固定部材 23 同凸条 3 主横架材 31 同通孔 32 同固定部材 33 同凹溝 4 補助横架材 41 同通孔 42 同凹溝 5 間隔保持材 51 同通孔 6 短冊部材 61 同通孔 62 同固定部材 7 L型部材 71 同通孔 72 同ウエブ部 8 緊結部材 9 緊結部材 S 作業空間部 1 Wooden Column 11 Same Through Hole 2 Receiving Material 21 Same Step Notch Jaw 22 Same Fixing Member 23 Same Convex Line 3 Main Horizontal Member 31 Same Through Hole 32 Same Fixing Member 33 Same Groove 4 Auxiliary Horizontal Member 41 Same Through Hole 42 same concave groove 5 spacing member 51 same through hole 6 strip member 61 same through hole 62 same fixing member 7 L-shaped member 71 same through hole 72 same web portion 8 binding member 9 binding member S working space portion
Claims (2)
に応じた長さ寸法に形成された木製柱を、短冊部材と固
定部材とで直接上下に接続、一体化する一方、それら上
下に接続された木製柱の側面に露出する短冊部材を、主
横架材の木製柱柱頭への接続をする受け材と、主横架材
上に作業空間部を確保するための間隔保持材を介して一
体化される補助横架材の木口とで覆い隠してしまうこと
を特徴とする木造軸組構造物の柱頭仕口構造。1. A wooden column formed in a length dimension corresponding to a frame height of a horizontal member for a shed or upper floor is directly connected and integrated vertically with a strip member and a fixing member, The strip members that are exposed on the sides of the wooden columns that are connected above and below are used as a receiving material that connects the main horizontal members to the wooden pillar stigmas, and a space is maintained to secure a working space on the main horizontal members. A stigma joint structure of a wooden frame structure, which is covered with a wooden mouth of an auxiliary horizontal material that is integrated through the timber.
に応じた長さ寸法に形成された木製柱の柱頭側面に、夫
々短冊部材が、その長さの略半分程度を柱頭から上方に
突出状となる如く一体化する一方、各短冊部材の中、主
横架材および補助横架材を対とした横架材の接続面とな
る短冊部材外側から、当接すべき横架材の背高寸法以上
の長さ範囲に亘って段欠き形成した受け材を、その上端
が柱頭から突出状で、且つ前記した短冊部材上端から補
助横架材木口背高寸法分を残した状態となる如く規制し
て添設、一体化した後、小屋組用または上階用の木製柱
脚部を、前記突出状とした短冊部材間に落し込み、固定
具で短冊部材に一体化して上下に木製柱相互を接続する
と共に、主横架材は受け材の段欠き顎部に、また補助横
架材は受け材上端木口面を夫々支持部として横設し、補
助横架材と主横架材との間の作業空間部を利用して、主
横架材端部上面に一体化されたL型部材のウエブ部を、
当該横架材軸線上にある短冊部材の中の外側となる短冊
部材、あるいは、当該横架材接続方向と反対側から接続
される主横架材上面に一体化されたL型部材のウエブ部
にボルト接合する外、作業空間部に間隔保持材を介した
上、補助横架材を、主横架材上に作業空間部を確保した
状態でボルト接合により一体化した横架材として成る木
造軸組構造物の柱頭仕口構造。2. A strip member is provided on each side of a stigma of a wooden column formed to have a length dimension corresponding to a frame height of a horizontal member for a shed or an upper floor. From the outside of the strip member which is the connecting surface of the horizontal members of the main horizontal member and the auxiliary horizontal member in a pair, while being integrated so as to project upward from the horizontal member. The receiving member formed in a stepped shape over a length range equal to or greater than the height dimension of the frame material has the upper end protruding from the stigma, and the auxiliary horizontal frame material having the height of the mouthpiece of the horizontal member left from the upper end of the strip member. After restricting so that it will be in a state, it will be integrated and integrated, then the wooden column base for the shed or upper floor will be dropped between the protruding strip members and integrated with the strip member with a fixture. The wooden columns are connected to each other vertically, the main horizontal member is the stepped jaw of the receiving member, and the auxiliary horizontal member is the upper end tree of the receiving member. The mouth portions are horizontally provided as supporting portions, respectively, and the working space between the auxiliary horizontal member and the main horizontal member is utilized to utilize the web portion of the L-shaped member integrated with the upper surface of the end portion of the main horizontal member. To
A strip member that is an outer side of the strip member on the axis of the horizontal member, or a web portion of an L-shaped member integrated with the upper surface of the main horizontal member that is connected from the side opposite to the connecting direction of the horizontal member. In addition to the bolts, the work space is separated by a space retaining material, and the auxiliary horizontal members are joined by bolts while the working space is secured on the main horizontal member. A stigma connection structure for a frame structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22346392A JPH0649902A (en) | 1992-07-29 | 1992-07-29 | Capital joint structure for wooden framework structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22346392A JPH0649902A (en) | 1992-07-29 | 1992-07-29 | Capital joint structure for wooden framework structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0649902A true JPH0649902A (en) | 1994-02-22 |
Family
ID=16798549
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22346392A Pending JPH0649902A (en) | 1992-07-29 | 1992-07-29 | Capital joint structure for wooden framework structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0649902A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2023144259A (en) * | 2022-03-28 | 2023-10-11 | 積水ハウス株式会社 | Building beams and buildings |
-
1992
- 1992-07-29 JP JP22346392A patent/JPH0649902A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2023144259A (en) * | 2022-03-28 | 2023-10-11 | 積水ハウス株式会社 | Building beams and buildings |
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