JP2002038587A - Building using built-up column, panelling board and cotter therefor - Google Patents

Building using built-up column, panelling board and cotter therefor

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Publication number
JP2002038587A
JP2002038587A JP2000256481A JP2000256481A JP2002038587A JP 2002038587 A JP2002038587 A JP 2002038587A JP 2000256481 A JP2000256481 A JP 2000256481A JP 2000256481 A JP2000256481 A JP 2000256481A JP 2002038587 A JP2002038587 A JP 2002038587A
Authority
JP
Japan
Prior art keywords
column
members
building
panel
assembled
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
Application number
JP2000256481A
Other languages
Japanese (ja)
Inventor
Yoshijiro Nemoto
芳次郎 根本
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2000256481A priority Critical patent/JP2002038587A/en
Publication of JP2002038587A publication Critical patent/JP2002038587A/en
Pending legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)
  • Panels For Use In Building Construction (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To mechanize the work by simplifying the shape of the connections of column members and improve the earthquake resistance and strength of a building by using built-up columns or the like for the column members and also provide siding boards and cotters for the building. SOLUTION: A plurality of column members are arranged side by side to build each built-up column, horizontal members such as girths and girders for the built-up columns are arranged in correspondence with respective built-up columns, thereby omitting connections of complicated shapes. By forming a framework using these built-up columns, the strength of the building can be improved. As the panelling boards for the building, a plurality of board members are arranged to a plane shape and jointed together, and a board fixing member also functioning as a brace is attached on a diagonal line thereby forming braced siding boards having a high strength.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、複数本の柱材を並設さ
せた組柱を用いることにより、工期の短縮や耐震性等を
向上させた組柱を用いた建築物及びその建築物用羽目板
並びに込み栓に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building and a building using a pillar having a shortened construction period and improved seismic resistance by using a plurality of pillars arranged side by side. The present invention relates to a siding panel and a plug.

【0002】[0002]

【従来の技術】従来例の建築物として、木造住宅を例に
説明する。木造住宅の代表的な従来例としては、日本古
来の軸組み工法や、工場で量産した部材を現場で組立す
るプレハブ工法、更に木枠に合板の壁を取付けした部材
を現場で組立するプレハブ工法、更に木枠に合板の壁を
取付けした面体を、箱形に組合せするツーバイフォー工
法などがある。軸組み工法は、縦方向の部材である柱
と、横方向の部材である梁や桁などの支柱材を、互いに
つなぎ合せる日本古来の在来工法である。プレハブ工法
は、建物をいくつかの部品に分割して工場で作り、これ
を現場で組立することにより、工期短縮や品質の面で合
理化を図った工法である。ツーバイフォー工法は、木材
で枠をつくりこの枠に合板などを貼り付けして箱体をつ
くり、この箱体を組合せして建物にする工法である。
2. Description of the Related Art A wooden house will be described as an example of a conventional building. Typical examples of conventional wooden houses include a traditional Japanese framing method, a prefabricated method in which members mass-produced in a factory are assembled on site, and a prefabricated method in which members with plywood walls attached to a wooden frame are assembled on site. Further, there is a two-by-four construction method in which a face body in which a plywood wall is attached to a wooden frame is combined in a box shape. The framing method is a traditional Japanese method in which columns, which are vertical members, and support members, such as beams and beams, which are horizontal members, are connected to each other. The prefabrication method is a method that divides a building into several parts, makes it in a factory, and assembles it at the site, thereby shortening the construction period and streamlining quality. The two-by-four method is a method in which a frame is made of wood, a plywood or the like is attached to the frame to form a box, and the box is combined into a building.

【0003】[0003]

【発明が解決しようとする課題】軸組み工法によれば、
国土や環境にもあった素晴らしい工法であるが、柱材を
組合せするのに多種類で複雑な形状の仕口加工をしなけ
ればならない。よって、加工や組立に手間がかかりすぎ
るという欠点があった。プレハブ工法やツーバイフォー
工法は、工期の短縮化などの長所はあるものの、増改築
が困難であったり、石膏ボードなどの他材で覆われるた
めに、室内外の温度差によって生じる壁内結露の対策が
必要であるという欠点があった。一般に木材は、雨水な
どで濡れることがあっても、素早く乾燥する工夫がなさ
れていること、常時点検できるようなつくりであると共
に、点検しやすい工夫がされていること、もし傷んでい
る部分が見付かったら、部分的に容易に修理できるよう
になっていることが望ましいといわれている。よって、
他材で木を覆うプレハブ工法やツーバイフォー工法は、
木の使用法としては好ましくないという欠点もあった。
本発明は、このような不具合を解消するためになされた
ものであり、柱材を組合せした組柱のそれぞれの柱材毎
に、対応した横架材を取付けすることにより、仕口形状
を単純化して作業を機械化すると共に、組柱による高強
度で耐震性を向上させた建築物及びその建築物用羽目板
並びに込み栓の提供を目的とする。
According to the framing method,
Although it is a great construction method that is suitable for the country and the environment, it is necessary to process various types of complicated joints to combine the pillars. Therefore, there is a disadvantage that it takes too much time for processing and assembly. The prefabricated construction method and the two-by-four construction method have the advantage of shortening the construction period, but are difficult to add or renovate or are covered with other materials such as gypsum board. However, there was a disadvantage that the In general, wood is designed to dry quickly even if it gets wet with rainwater, etc., and it is designed so that it can be checked at all times. If found, it is said that it is desirable to be able to partially repair them easily. Therefore,
The prefabricated construction method and the two-by-four construction method that cover trees with other materials
There was also a disadvantage that the use of trees was not preferable.
The present invention has been made in order to solve such a problem, and the joint shape can be simplified by attaching a corresponding horizontal member to each of the pillar members of the assembled column in which the pillar members are combined. It is an object of the present invention to provide a building, a high-strength and earthquake-resistant building, a siding panel for the building, and a bayonet with a high strength by a group of pillars.

【0004】[0004]

【課題を解決するための手段】上記不具合を解決するた
めに、本発明は次のような構成としている。請求項1に
記載した建築物は、両端に仕口を設けた柱材の複数本を
並設して組柱とし、この組柱に設けた仕口を他の柱材と
組合せして軸組体を形成することにより、建築物とし
た。請求項2に記載した建築物は、両端に単純な形状の
凹凸よりなる仕口を設けた柱材の複数本を並設して組柱
とし、この組柱に対応した仕口形状を有する胴差や桁な
どの横架材を、前記組柱を構成する柱材のそれぞれに配
設して、軸組体を形成することにより建築物とした。請
求項3に記載した建築物は、柱材の複数本を並設した組
柱のそれぞれに、1種類のほぞ又はほぞ穴を形成し、こ
れらの柱材の本数に対応した本数の横架材を組合せする
ことで、建築物とした。請求項4に記載した建築物は、
柱材の複数本を並設した組柱を直立状態に支持し、基礎
上に配設する土台として、柱材を二段に横積にした下土
台と上土台とにより形成すると共に、基礎に埋め込んだ
アンカーボルトを、前記組柱の下側で土台と固着可能な
積重ね土台として形成することにより建築物とした。請
求項5に記載した羽目板は、複数枚の板材を面状に並べ
て接合し、その周囲に凸溝を設けたパネルの対角線上
に、筋交い兼用の板止めを配設することで羽目板とし
た。請求項6に記載した羽目板は、複数枚の板材を面状
に並べて接合し、その周囲に凸溝を設けたパネルの対角
線上に、筋交い兼用の板止めを配設すると共に、これら
の筋交い付パネルを対向配置させて、前記板止め同士が
交差するように配置した羽目板。請求項7に記載した込
み栓は、その先端を細くした棒状本体の外周囲に溝を設
けることで込み栓とした。
In order to solve the above problems, the present invention has the following arrangement. The building according to claim 1, wherein a plurality of pillar members having connections at both ends are arranged side by side to form a column, and the connections provided on the column are combined with other column members to form a shaft. It was made into a building by forming a body. The building according to claim 2, wherein a plurality of pillars having a connection formed of irregularities having a simple shape at both ends are arranged side by side to form a column, and a body having a connection corresponding to the column is formed. A horizontal member such as a difference or a girder was provided on each of the column members constituting the assembled column, and a shaft assembly was formed to form a building. The building according to claim 3, wherein one type of tenon or tenon is formed in each of the columns in which a plurality of pillars are juxtaposed, and the number of transverse members corresponding to the number of these pillars is set. The building was constructed by combining. The building described in claim 4 is
A column composed of a plurality of column materials is supported upright, and as a base to be arranged on the foundation, the column material is formed by a lower base and an upper base in which the pillars are horizontally stacked in two steps, and The building was formed by forming the embedded anchor bolts as a stacked base that can be fixed to the base below the column. The siding panel described in claim 5 is a siding panel obtained by arranging a plurality of plate members in a plane and joining them, and arranging a plate stop that also serves as a brace on a diagonal line of a panel provided with a convex groove therearound. In the siding plank according to claim 6, a plurality of plate members are arranged in a plane and joined together, and a plate stop also serving as a brace is provided on a diagonal line of a panel provided with a convex groove around the plate material, and these brace members are attached. A siding panel in which panels are arranged to face each other so that the plate stoppers cross each other. The plug according to claim 7 is formed as a plug by providing a groove around the outer periphery of a rod-shaped main body having a thinned tip.

【0005】[0005]

【作用】柱材を並設した組柱を使用することにより、柱
材が複数となるから強度が向上する。複数の横架材を組
柱のそれぞれの柱材に対応して組合せができるので、仕
口形状も単純化され、その加工作業は機械化により工期
の短縮が可能である。羽目板を接続する桟を、その対角
線上に配置することにより、筋交い兼用として使用でき
るから、専用の筋交いが不要となる。込み栓を構成する
棒体に溝を設けることにより、溝内に塗布した接着剤が
残り木材の接合を強化することができる。
[Function] By using an assembled column in which the column members are juxtaposed, the strength is improved because there are a plurality of column members. Since a plurality of horizontal members can be combined in accordance with the respective column members of the assembled columns, the shape of the connection can be simplified, and the processing can be shortened by mechanization. By arranging the crosspieces connecting the siding planks on the diagonal line, the crosspieces can be used for both the brace and the special brace becomes unnecessary. By providing the groove in the rod body constituting the plug, the adhesive applied in the groove remains and the joining of the wood can be strengthened.

【0006】[0006]

【実施例】本発明の実施例について、図面を参照して説
明する。図1は本発明の建築物の要部を示す破断斜視
図、図2は図1の組柱を示す一部破断斜視図、図3は図
2の分解斜視図である。図1で示すように本発明の建築
物10は、複数の柱材を並設した組柱20と、この組柱
を支え基礎12上に配設した積重ね土台30と、これら
の組柱20と積重ね土台30とで形成した軸組体15の
壁面となる羽目板40とからなる。これらの組柱20と
積重ね土台30及び羽目板40等について、更に詳細に
説明する。
Embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a cutaway perspective view showing a main part of a building according to the present invention, FIG. 2 is a partially cutaway perspective view showing an assembled pillar of FIG. 1, and FIG. 3 is an exploded perspective view of FIG. As shown in FIG. 1, a building 10 of the present invention includes a column 20 in which a plurality of column members are juxtaposed, a stacking base 30 that supports the column and is disposed on a foundation 12, And a siding panel 40 which is a wall surface of the shaft assembly 15 formed by the stacking base 30. The post 20, the stacking base 30, the siding panel 40, and the like will be described in more detail.

【0007】組柱20は、図2で示すように柱材の集合
体よりなり、中心となる主柱21と、この主柱の一面に
接合させた副柱24とからなる。この組柱は建築物での
使用箇所により、柱の本数やその接合面が異なり、図示
のものは、建築物の角部に用いる組柱を例に説明してい
る。角部に用いる組柱20は、長柱よりなる主柱21
と、この主柱の互いに隣接する二面に接合した2本の副
柱24とからなり、これらの組柱の断面がL形になるよ
うに形成している。また、土台に接合する主柱の一端を
除く各柱材の両端には、木材の接合部となる仕口25を
設けている。直立状態で使用する柱材の仕口は、板状に
突出させたほぞ形状である。主柱21と副柱24とは、
図3で示すようにボルト28とナット29等の取付手段
を用いて、互いに固着している。このような組柱として
は、他に主柱と副柱よりなる2本の組柱や、主柱の両側
に副柱を設けて、柱材を3本又は4本を並設した組柱、
更に、主柱21の周囲4面にそれぞれ副柱を設けた5本
の組柱等、使用する場所や強度の必要性に応じて対応す
るものである。
As shown in FIG. 2, the assembled pillar 20 is made of an aggregate of pillar materials, and includes a main pillar 21 serving as a center and a sub pillar 24 joined to one surface of the main pillar. The number of pillars and the joining surface of the pillars differ depending on the place of use in the building, and the illustrated one describes the pillars used at the corners of the building as an example. The pillar 20 used for the corner portion is a main pillar 21 composed of a long pillar.
And two sub-columns 24 joined to two adjacent surfaces of the main column, and the cross-section of these assembled columns is formed in an L-shape. In addition, at both ends of each pillar except for one end of the main pillar to be joined to the base, there is provided a connection 25 serving as a joint of wood. The connection of the column material used in the upright state is a tenon shape protruding in a plate shape. The main column 21 and the sub column 24 are
As shown in FIG. 3, they are fixed to each other using mounting means such as bolts 28 and nuts 29. As such a column, two columns composed of a main column and a sub column, or sub columns on both sides of the main column, and three or four column members arranged side by side,
Further, five sets of columns each having sub-columns provided on four surfaces around the main column 21 correspond to the place to be used and the need for strength.

【0008】積重ね土台30について、図面を参照して
説明する。図4は積重ね土台の角部を示す破断斜視図、
図5は図4の分解斜視図である。積重ね土台30は、図
4で示すように基礎12上に、図示しないパッキング等
を介して配設した二段重ねの柱材よりなる。すなわち、
基礎上に乗せた下土台31と、この下土台上に乗せた上
土台34とからなる。図4で示した積重ね土台30は、
図2で示した組柱20を取付けする部分であり、建築物
10の角部土台を示している。基礎12には柱材よりな
る土台を固着する為に、アンカーボルトが埋め込まれて
いる。図5では基礎12の角部にアンカーボルト13が
取付けられ、他の位置にも複数のアンカーボルトが配設
されている。少なくとも基礎の角部に設けられたアンカ
ーボルトは、積重ね土台30の柱材を2本共固着し、他
の箇所では下土台のみ固着している。これは建築物の主
となる柱は、柱の真下で土台をアンカーボルトに固着し
た方が、強度的に強くなる為である。
The stacking base 30 will be described with reference to the drawings. FIG. 4 is a cutaway perspective view showing a corner of the stacking base;
FIG. 5 is an exploded perspective view of FIG. As shown in FIG. 4, the stacking base 30 is composed of a two-tiered pillar material arranged on the foundation 12 via a packing or the like (not shown). That is,
It comprises a lower base 31 mounted on a foundation and an upper base 34 mounted on the lower base. The stacking base 30 shown in FIG.
This is a part to which the post 20 shown in FIG. 2 is attached, and shows a corner base of the building 10. An anchor bolt is embedded in the foundation 12 to fix a base made of a pillar material. In FIG. 5, anchor bolts 13 are attached to corners of the foundation 12, and a plurality of anchor bolts are provided at other positions. At least the anchor bolts provided at the corners of the foundation fix the two pillars of the stacked base 30 together, and at other locations, only the lower base is fixed. This is because the main pillar of the building is stronger when the base is fixed to the anchor bolt just below the pillar.

【0009】下土台31が互いに直交する部分は、図5
で示すようにその先端部の一部を切断して1本の柱とな
るように接合する。上土台同士が互いに直交する部分
は、柱材を互いに当接させただけであり、組合せ加工は
施していない。これらの直交する部分には、アンカーボ
ルト13が挿入される孔を設けて、下土台31と上土台
34とを基礎12に固着している。このような積重ね土
台30の上土台34の角部に、組柱20の主柱21が直
立し、その隣接位置に副柱24が位置する。従って、副
柱24が直立する位置には、ほぞ穴よりなる仕口35を
設けている。これらのほぞ穴は、組柱を取付けする位置
に設けるものである。また、上土台と下土台とは、図5
で示すようにボルトとナット等を用いて、あらかじめ適
当な間隔で互いに固定されており、この土台も組柱で形
成されていることになる。
The portions where the lower bases 31 are orthogonal to each other are shown in FIG.
As shown by, a part of the tip is cut and joined so as to form one pillar. The portions at which the upper bases are orthogonal to each other are merely abutted on the column members, and are not subjected to combination processing. In these orthogonal portions, holes for inserting the anchor bolts 13 are provided, and the lower base 31 and the upper base 34 are fixed to the foundation 12. The main column 21 of the assembled column 20 stands upright at the corner of the upper base 34 of the stacked base 30, and the sub column 24 is located adjacent to the main column 21. Therefore, at the position where the sub-post 24 stands upright, a port 35 formed of a tenon is provided. These mortises are provided at positions where the columns are attached. Also, the upper base and the lower base are shown in FIG.
As shown in the figure, the bolts and nuts are used to fix each other in advance at an appropriate interval, and this base is also formed of a set pillar.

【0010】このように形成した積重ね土台30と、前
述した組柱20との組立について、図面を参照して説明
する。図6は組柱と積重ね土台との組合せを示す説明図
である。図2で示した組柱20を、図4で示した積重ね
土台30に組立するには、図6で示すように組柱20の
一端に設けたほぞよりなる仕口25を、上土台34の角
部に設けたほぞ穴よりなる仕口35に挿入する。主柱2
1は上土台の角部に置かれただけの状態である。組柱2
0の仕口25の中央部には貫通孔が設けられると共に、
上土台の仕口35の側面にも同様の貫通孔を設けてい
る。これらの貫通孔は1本のトンネル状に連通するよう
に設けられており、組柱20の垂直度を確認してから、
堅木の棒体よりなる込み栓50を用いると共に、これら
の貫通孔に圧入することで、組柱と積重ね土台とを結合
している。この込み栓50については後述する。組柱を
形成する1本の柱材毎に仕口25を設けることで、これ
らの組柱と結合する土台も、複合化された仕口を設ける
必要がないから、仕口形状の単純化と柱材の強度向上と
が得られると共に、単純形状の仕口は機械化による作業
が可能になるものである。図6で示すように組柱のそれ
ぞれには、必要に応じて2本の平行した溝26を設けて
いる。また、上土台34にも同様に2本の平行な溝36
を設けている。これらの溝には本発明の羽目板40を取
付けるものであり、この羽目板についても後述する。こ
のように直立させた組柱には、桁や梁などの各種の横架
材を接合して軸組体15を形成する。
The assembly of the stacking base 30 thus formed and the above-described assembled column 20 will be described with reference to the drawings. FIG. 6 is an explanatory view showing a combination of a column and a stacking base. In order to assemble the post 20 shown in FIG. 2 to the stacking base 30 shown in FIG. 4, a connection 25 consisting of a tenon provided at one end of the post 20 as shown in FIG. It is inserted into a port 35 formed by a mortise provided at the corner. Main pillar 2
No. 1 is in a state of being merely placed on the corner of the upper base. Plumb 2
A through hole is provided in the center portion of the 0 port 25,
A similar through hole is provided on the side surface of the connection 35 of the upper base. These through holes are provided so as to communicate with one another in a tunnel shape, and after confirming the verticality of the column 20,
The plug 50 and the stacking base are connected by using the plug 50 made of a hardwood rod and press-fitting into these through holes. The plug 50 will be described later. By providing the connection 25 for each column material forming the column, the base connected to these columns does not need to be provided with a composite port, so that the shape of the port can be simplified. The strength of the column material can be improved, and the simple-shaped connection can be worked by machining. As shown in FIG. 6, each of the assembled columns is provided with two parallel grooves 26 as necessary. Similarly, the upper base 34 has two parallel grooves 36.
Is provided. The siding board 40 of the present invention is mounted in these grooves, and this siding board will also be described later. A variety of horizontal members such as beams and beams are joined to the upright assembled columns to form the shaft assembly 15.

【0011】軸組体を形成するための組柱と横架材との
接合状態について、図面を参照して説明する。図7乃至
図10は、各種の組柱の組合せ例を示し、図7は柱材よ
りなる2本の組柱に2方向の横架材を取付けする例の仕
口形状を示す説明図、図8は柱材よりなる3本の組柱に
3方向の横架材を取付けする例の仕口形状を示す説明
図、図9は柱材よりなる4本の組柱に3方向の横架材を
取付けする例の仕口形状を示す説明図、図10は柱材よ
りなる5本の組み柱に4方向に横架材を取付けする例の
仕口形状を示す説明図である。図7で示すように主柱6
1と副柱62よりなる2本の柱材を接合した組柱60
は、前述したと同様にその先端に仕口としてのほぞを設
けている。この組柱60に組合せする横架材55には、
仕口56としてのほぞ穴が設けられ、図の如くこれらの
ほぞとほぞ穴とが嵌合されて、前述した軸組体15が形
成される。組柱を形成する柱材の1本毎に、横架材が対
応して接合されると共に、嵌合した組柱と横架材とは、
図示していないが仕口部分で、前述したと同様の込み栓
50を用いて固着している。図8で示すように、主柱7
1とその両側に設けた副柱とからなる3本の柱材を接合
した組柱70は、その先端部にも配設する横架材55の
配置方向に合せた仕口としてのほぞを設けると共に、横
架材55にもほぞ穴よりなる仕口56を設けている。こ
れらの仕口は、横架材55の配置方向に合せて設けてお
り、図示しないがその嵌合部に込み栓で固着すること
は、図7の例と同様である。図9で示すように主柱81
と、その両側に設けた3本の副柱よりなる4本の柱材を
横に並べた組柱80の例も、図7及び図8で示したと同
様である。この組柱80は、中央の横架材を2本並列に
配置できることが特徴であり、梁などに強度を持たせる
場合に有効である。図10で示すように、主柱91の周
囲に4本の副柱92を並べた組柱90の例も、前述例と
同様に組合せするものである。この組柱90は建築物1
0の中央部に設ける柱として使用するものであり、強度
的にすぐれた効果を有する組柱90である。説明した組
柱は、前述例のものに限定されるものではなく、柱財を
配置する場所や、横架材の取付方向に合せて組柱を形成
するものである。
Referring to the drawings, a description will be given of a joint state between a pillar and a horizontal member for forming a shaft assembly. 7 to 10 show examples of combinations of various types of columns, and FIG. 7 is an explanatory diagram showing a connection shape of an example in which a two-way horizontal member is attached to two columns composed of column members. FIG. 8 is an explanatory view showing a connection shape of an example in which a three-way horizontal member is attached to three pillars composed of pillars. FIG. 9 is a three-way horizontal member attached to four pillars composed of pillars. FIG. 10 is an explanatory diagram showing a connection shape of an example of attaching a cross member, and FIG. 10 is an explanatory diagram showing a connection shape of an example of attaching a horizontal member in four directions to five assembled columns composed of column members. As shown in FIG.
A column 60 in which two column members consisting of a column 1 and a sub column 62 are joined.
Is provided with a tenon as a connection at the tip thereof as described above. The horizontal members 55 to be combined with the columns 60 include
A mortise as a connection 56 is provided, and the mortise and the mortise are fitted as shown in the figure to form the shaft assembly 15 described above. The horizontal members are joined correspondingly for each of the column members forming the column, and the fitted column and the horizontal member are
Although not shown, it is fixed at the connection portion using the same plug 50 as described above. As shown in FIG.
The column 70, in which three pillars consisting of 1 and sub-pillars provided on both sides thereof are joined, is provided with a tenon as a connection at the tip end thereof in accordance with the arrangement direction of the horizontal member 55 to be arranged. At the same time, a connection 56 made of a tenon is provided in the horizontal member 55. These connections are provided in accordance with the direction in which the horizontal members 55 are arranged. Although not shown, they are fixed to the fitting portions with plugs in the same manner as in the example of FIG. As shown in FIG.
7 and 8 are also the same as those shown in FIG. 7 and FIG. 8 in which the four pillars composed of three sub pillars provided on both sides thereof are arranged side by side. This pillar 80 is characterized in that two center horizontal members can be arranged in parallel, and is effective when a beam or the like has strength. As shown in FIG. 10, the example of the assembled column 90 in which four sub columns 92 are arranged around the main column 91 is also combined in the same manner as in the above-described example. This pillar 90 is building 1
The column 90 is used as a column provided at the center of the column 0 and has an excellent strength effect. The assembled pillars described above are not limited to those of the above-described example, and form the assembled pillars according to the place where the pillar assets are arranged and the mounting direction of the horizontal members.

【0012】羽目板40について、図面を参照して説明
する。図11は本発明の羽目板を示す斜視図、図12は
図11の一部を拡大して示す説明図である。図11で示
すように羽目板40は、板材を平面的に並べたパネル4
1と、このパネルの対角線上に設けた筋交い兼用の板止
め44とからなる。このパネル41と板止め44とにつ
いて、更に詳細に説明する。パネル41は、板材を矩形
状に並べると共に、一方の面に板止め44と補強板45
とで、並べた板材を一体化している。パネルを形成する
板材は、縦横どちらの方向に設けても良く、その対角線
上には並べた板材を接続すると共に、パネル41に対し
て筋交いも兼ねた板材よりなる板止め44を、パネルに
取付けしている。また、この板止め44とは斜交すると
共に、パネル41を形成する板材とは直交する方向で、
図で示すように板材よりなる補強板45を配設してい
る。これらの板止め44と補強板45とは、パネル41
と何等かの固着手段を用いて取付けするものであるが、
この例では図12で示すように込み栓50を用いて互い
に固着するようにしている。この込み栓を用いた固着
は、パネル41と板止め44及び補強板45として、厚
板を用いた場合に好都合である。また、パネル41の周
囲には、前述した柱材等に設けた溝に挿入するための凸
溝42を形成している。このパネル41として薄板を使
用する場合は、凸溝42を設けることなく、パネルを形
成する板材をそのまま挿入して取付けることも可能であ
る。
The siding panel 40 will be described with reference to the drawings. FIG. 11 is a perspective view showing a siding panel of the present invention, and FIG. 12 is an explanatory view showing a part of FIG. 11 in an enlarged manner. As shown in FIG. 11, the paneling 40 is a panel 4 in which plate materials are arranged in a plane.
1 and a brace plate 44 provided on a diagonal line of the panel. The panel 41 and the plate stopper 44 will be described in more detail. The panel 41 has plate members arranged in a rectangular shape, and a plate stopper 44 and a reinforcing plate 45 on one surface.
With this, the arranged plate materials are integrated. The plate material forming the panel may be provided in either the vertical or horizontal direction. The diagonal lines of the plate material are connected, and the plate stopper 44 made of a plate material also serving as a brace for the panel 41 is attached to the panel. are doing. In addition, the plate stopper 44 is oblique to the plate stopper 44 and in a direction orthogonal to the plate member forming the panel 41,
As shown in the figure, a reinforcing plate 45 made of a plate material is provided. The plate stopper 44 and the reinforcing plate 45 are connected to the panel 41.
And using some kind of fixing means,
In this example, as shown in FIG. 12, they are fixed to each other using a plug 50. The fixing using the plug is convenient when a thick plate is used as the panel 41, the plate stopper 44, and the reinforcing plate 45. Around the panel 41, a convex groove 42 is formed for insertion into the groove provided in the above-mentioned column member or the like. When a thin plate is used as the panel 41, a plate material forming the panel can be directly inserted and attached without providing the convex groove 42.

【0013】上述した羽目板40は、そのまま壁面とし
て使用することも可能であるが、板止め44側を合せた
2枚重ねとして使用することにより、ログハウスの如く
木材だけで形成した壁面として使用することも可能であ
る。このような羽目板40の使用例について、図面を参
照して説明する。図13は図11で示した羽目板の使用
例を示す説明図である。図13で示す羽目板40は、図
11で示した羽目板の板止め44側同士が対向するよう
に重ね合せた状態を示しており、一点鎖線で示す板止め
44は、図中で上側になる羽目板に取付けられた板止め
44を示し、点線で示す板止め44は、下側の羽目板に
取付けられた板止めを示している。このような2枚重ね
の羽目板によれば、筋交い兼用の板止めがクロスした状
態で配設されることになり、横方向からの加重に対して
非常に有利である。また、この羽目板はクロスする板止
め同士が接合するように取付けし、クロスした板止めの
交差点に、前述した込み栓50を打ち込んで、2枚重ね
とした羽目板40同士を一体化することで、更に強度の
向上に配慮している。2枚重ねしたパネル41間には、
空間が設けられることになり、この空間は断熱や防音の
効果が生じるから、それらの材料を不要とした建築物が
得られる。
Although the above-mentioned siding panel 40 can be used as a wall surface as it is, it can be used as a wall surface formed only of wood, such as a log house, by using a two-layer stack including the plate stopper 44 side. It is also possible. An example of using such a siding panel 40 will be described with reference to the drawings. FIG. 13 is an explanatory diagram showing an example of use of the siding shown in FIG. The siding panel 40 shown in FIG. 13 shows a state in which the siding boards shown in FIG. 11 are overlapped so that the side of the siding boards 44 faces each other. The plate stopper 44 attached to the lower panel is shown, and the plate stopper 44 indicated by a dotted line indicates the plate stopper attached to the lower siding panel. According to such a double-layered siding plank, the bracing plate stop is disposed in a crossed state, which is extremely advantageous against a lateral load. Also, this siding is attached so that the crossed plate stops are joined to each other, and the above-described plug 50 is driven into the intersection of the crossed plate stops to integrate the two laminated siding plates 40 together. Furthermore, consideration is given to improvement in strength. Between the two panels 41,
Since a space is provided, and this space has an effect of heat insulation and soundproofing, a building that does not require these materials can be obtained.

【0014】上述した羽目板40の2枚重ねや込み栓5
0の打ち込み等は、以下の如く行うものである。すなわ
ち、図6で示すように組柱20を形成する副柱24に設
けた2本の平行する溝26と、上土台34に設けた2本
の平行する溝36のうち、それぞれのどちらか一方の溝
に羽目板40に設けた凸溝42を挿入する。更に、他方
の溝にも、もう1枚の羽目板40が前述した図13で示
す背中合せとなるように凸溝42を挿入し、羽目板40
を2枚重ねにして2辺の凸溝42を溝26と溝36とに
挿入する。残り2辺の凸溝は、この羽目板に隣接する図
示しない組柱を土台に取付けしながら、この組柱に設け
た溝26に挿入することで、3辺目の凸溝を取付けする
ことができる。更に、この組柱に横架材55を取付けな
がら、この横架財に設けた溝に、羽目板上部の凸溝42
を挿入することにより、羽目板の4辺目の凸溝が溝内に
挿入された状態で、取付けが完了するものである。図示
しない隣接する羽目板40も同様に取付けしていくもの
である。
[0014] The above-mentioned double siding panel 40 and the plug 5
The insertion of 0 and the like are performed as follows. That is, as shown in FIG. 6, one of the two parallel grooves 26 provided on the sub-post 24 forming the assembled column 20 and the two parallel grooves 36 provided on the upper base 34 The convex groove 42 provided in the siding board 40 is inserted into the groove. Further, a convex groove 42 is inserted into the other groove so that another siding panel 40 is back-to-back as shown in FIG.
Are stacked, and the convex grooves 42 on two sides are inserted into the grooves 26 and the grooves 36. The convex grooves on the third side can be mounted on the remaining two sides by inserting them into the grooves 26 provided on the column while attaching the not-shown post adjacent to the siding board to the base. . Further, while attaching the horizontal member 55 to the column, the convex groove 42 on the upper part of the siding board is inserted into the groove provided in the horizontal member.
Is inserted, the mounting is completed in a state where the convex groove on the fourth side of the siding board is inserted into the groove. The adjacent siding panel 40 (not shown) is similarly attached.

【0015】込み栓50について、図面を参照して説明
する。図14は本発明の込み栓を示す斜視図である。図
14で示すように込み栓50は堅木よりなり、その先端
を細くした棒状本体52と、この棒状本体の周囲に設け
た溝54とからなる。これらの棒状本体52と溝54と
について、更に詳細に説明する。棒状本体52は従来の
込み栓と同様であり、丸棒や角棒などの棒体よりなる。
これらの棒状本体52は、取付孔に挿入しやすくする為
に、その先端部を少し細く設定している。また、この棒
状本体の外周囲には、螺旋状に浅い溝54を設けてい
る。この溝54は、棒状本体52に塗布した接着剤が入
り込む為の溝である。一般的に込み栓は、その表面に接
着剤を塗布してから取付孔に打込むが、圧入される為に
接着剤がほとんど取り除かれてしまい取付孔に残らない
のが実状である。従って、棒状本体に溝54を設けるこ
とは、この溝内に接着剤が入り込むので、取付孔内にも
接着剤が塗布された状態となり、接着効果が高まること
になる。この溝は螺旋状だけでなく、複数の輪形よりな
る溝であったり、棒状本体の長手方向に設けた複数本の
溝などでも良く、接着剤が取付孔内に残る形状であれば
良い。
The plug 50 will be described with reference to the drawings. FIG. 14 is a perspective view showing the plug of the present invention. As shown in FIG. 14, the plug 50 is made of hardwood, and comprises a rod-shaped main body 52 having a thin tip and a groove 54 provided around the rod-shaped main body. The rod-shaped main body 52 and the groove 54 will be described in more detail. The rod-shaped main body 52 is the same as a conventional plug, and is made of a rod such as a round rod or a square rod.
The tips of these rod-shaped main bodies 52 are set slightly thinner in order to facilitate insertion into the mounting holes. Further, a shallow spiral groove 54 is provided on the outer periphery of the rod-shaped main body. The groove 54 is a groove into which the adhesive applied to the rod-shaped main body 52 enters. Generally, the plug is applied to the surface thereof with an adhesive and then driven into the mounting hole. However, since the plug is pressed in, the adhesive is almost completely removed and does not remain in the mounting hole. Therefore, when the groove 54 is provided in the rod-shaped main body, the adhesive enters the groove, so that the adhesive is also applied to the inside of the mounting hole, and the bonding effect is enhanced. This groove is not limited to a spiral shape, and may be a groove having a plurality of rings, a plurality of grooves provided in the longitudinal direction of the rod-shaped main body, or the like, as long as the adhesive remains in the mounting hole.

【0016】前述した組柱と積重ね土台及び羽目板等に
ついては、説明した形状に限定されることなく、変形さ
せたり建築物の一部に用いたりして、従来工法と兼用さ
せることも可能である。例えば、組柱は特に強度を必要
とする部分にのみ使用し、他は従来例の工法にしたり、
羽目板も内壁又は外壁の一方に用い、他方は従来例の工
法にしたりしても良いことはもちろんである。また、込
み栓50も、従来例の建築物に使用したり、本発明の建
築物に従来例の溝を設けていない込み栓を用いたりする
ことも可能である。
The post, stacking base, siding, and the like described above are not limited to the shapes described above, and can be deformed or used as part of a building, and can also be used as a conventional method. . For example, the column is used only for the parts that require particularly strong strength, and the others use the conventional method,
Of course, the siding may be used for one of the inner wall and the outer wall, and the other may be a conventional method. The plug 50 can also be used for a conventional building or a conventional plug without a groove in the building of the present invention.

【0017】[0017]

【発明の効果】以上説明したように本発明によれば、建
築物として柱材を組合せした組柱や、その組柱に取付け
できる羽目板、及びこれらを支える積重ね土台や横架材
による軸組工法を用いることにより、以下の効果を得る
ことができた。すなわち、組柱の使用により強度が向上
され、耐震性のある建築物が得られただけでなく、仕口
形状の単純化により機械を用いた加工が容易になり、工
事現場での施工期間が短くなった。機械加工の増加は品
質が一定化されると共に、その加工や組立には未経験者
でも仕事ができるようになった。積重ね土台の使用によ
り組柱と同様に仕口形状が単純化され、組柱と同様の効
果が得られるばかりでなく、柱の真下にもアンカーボル
トが設定できるので、強度や耐震性の向上が得られた。
本発明の羽目板は、羽目板の接合と筋交いが兼用される
ので、専用の筋交いが不要となる。羽目板を使う場所に
は全て筋交いが使用されるので、横方向からの圧力にも
強度の向上が得られた。この羽目板を対向配置させて、
2枚重ねの状態で使用することにより、そのまま内外壁
として使用できるから、ログハウスとしても最適であ
り、筋交いが交差して存在するので、更に耐震性が向上
する。込み栓に溝を設けることにより、込み栓に塗布し
た接着剤がその溝内に残るから、木材同士の接合がより
完全になる等の多くの効果を得ることができた。
As described above, according to the present invention, as a building, a pillar composed of a combination of pillars, a siding panel that can be attached to the pillar, and a frame construction method using a stacked base or a horizontal member for supporting these. The following effects could be obtained by using. In other words, not only the strength is improved by the use of pillars and a building with seismic resistance is obtained, but also the processing using machines is facilitated by the simplification of the joint shape, and the construction period at the construction site It became shorter. With the increase in machining, the quality has been stabilized, and even inexperienced workers can work. The use of the stacking base simplifies the joint shape in the same way as the assembled columns, not only achieves the same effect as the assembled columns, but also allows anchor bolts to be set directly under the columns, improving strength and seismic resistance. Obtained.
In the siding plank of the present invention, since the joining of the siding plank and the brace are also used, a dedicated brace is not required. Since bracing is used in all places where the siding is used, an improvement in strength can be obtained even when pressure is applied from the side. With the siding planks facing each other,
When used in a stacked state, it can be used as an inner and outer wall as it is, so it is most suitable as a log house, and since the braces cross each other, the earthquake resistance is further improved. By providing the groove in the plug, the adhesive applied to the plug remains in the groove, so that many effects such as more complete joining of the woods could be obtained.

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

【図1】本発明の建築物の要部を示す破断斜視図であ
る。
FIG. 1 is a cutaway perspective view showing a main part of a building according to the present invention.

【図2】図1の組柱を示す一部破断斜視図である。FIG. 2 is a partially cutaway perspective view showing the assembled pillar of FIG. 1;

【図3】図2の分解斜視図である。FIG. 3 is an exploded perspective view of FIG. 2;

【図4】積重ね土台の角部を示す破断斜視図である。FIG. 4 is a cutaway perspective view showing a corner of the stacking base.

【図5】図4の分解斜視図である。FIG. 5 is an exploded perspective view of FIG.

【図6】組柱と積重ね土台との組合せを示す説明図であ
る。
FIG. 6 is an explanatory view showing a combination of a pillar and a stacking base.

【図7】組柱の組合せ例で、2本の組柱に2方向の横架
材を取付けする例の仕口形状を示す説明図である。
FIG. 7 is an explanatory view showing a connection shape of an example of attaching a two-way transverse member to two assembled columns in an example of combination of assembled columns.

【図8】同じく柱材よりなる3本の組柱に、3方向の横
架材を取付けする例の仕口形状を示す説明図である。
FIG. 8 is an explanatory diagram showing a connection shape in an example in which a horizontal member in three directions is attached to three assembled columns also made of column members.

【図9】同じく柱材よりなる4本の組柱に、3方向の横
架材を取付けする例の仕口形状を示す説明図である。
FIG. 9 is an explanatory view showing a connection shape of an example in which a horizontal member in three directions is attached to four assembled pillars also made of pillar materials.

【図10】同じく柱材よりなる5本の組柱に、4方向の
横架材を取付けする例の仕口形状を示す説明図である。
FIG. 10 is an explanatory view showing a connection shape of an example in which a four-way horizontal member is attached to five assembled columns also made of column members.

【図11】本発明の羽目板を示す斜視図である。FIG. 11 is a perspective view showing a siding panel of the present invention.

【図12】図11の一部を拡大して示す説明図である。FIG. 12 is an explanatory diagram showing a part of FIG. 11 in an enlarged manner.

【図13】図11で示した羽目板の使用例を示す説明図
である。
FIG. 13 is an explanatory diagram showing an example of use of the siding plank shown in FIG. 11;

【図14】本発明の込み栓を示す斜視図である。FIG. 14 is a perspective view showing the bayonet plug of the present invention.

【符号の説明】[Explanation of symbols]

10 建築物 12 基礎 15 軸組体 20 組柱 21 主柱 22 仕口 24 副柱 25 仕口 26 溝 30 積重ね土台 31 下土台 34 上土台 35 仕口 36 溝 40 羽目板 41 パネル 42 凸溝 44 板止め 50 込み栓 52 棒状本体 54 溝 55 横架材 56 仕口 DESCRIPTION OF SYMBOLS 10 Building 12 Foundation 15 Frame assembly 20 Assembled column 21 Main column 22 Port 24 Sub column 25 Port 26 Groove 30 Stack base 31 Lower base 34 Upper base 35 Port 36 Groove 40 Paneling 41 Panel 42 Convex groove 44 Plate stop Reference Signs List 50 plug 52 rod-like body 54 groove 55 horizontal member 56 connection

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04B 1/58 510 E04B 1/58 510C 1/38 2/56 605D 2/56 605 643A 643 651A 651 652K 652 E04C 2/30 V E04C 2/30 E04B 1/60 507A Fターム(参考) 2E002 EB12 FA03 FB07 FB12 FB15 LA01 LB05 LC03 MA04 MA12 2E125 AA03 AA13 AA18 AA33 AA54 AB12 AC23 AE16 AG02 AG06 AG07 AG12 AG21 AG23 AG25 AG38 BA22 BA55 BB08 BB25 BB30 BC05 BC06 BD00 BD01 BE05 BE07 BF03 CA04 CA05 CA14 CA76 CA79 EA01 EA14 EA17 EA25 EB11 2E162 BA05 BB08 CC01 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) E04B 1/58 510 E04B 1/58 510C 1/38 2/56 605D 2/56 605 643A 643 651A 651 652K 652 E04C 2/30 V E04C 2/30 E04B 1/60 507A F-term (reference) 2E002 EB12 FA03 FB07 FB12 FB15 LA01 LB05 LC03 MA04 MA12 2E125 AA03 AA13 AA18 AA33 AA54 AB12 AC23 AE16 AG02 AG06 AG07 AG25 AG08 BB25 BB30 BC05 BC06 BD00 BD01 BE05 BE07 BF03 CA04 CA05 CA14 CA76 CA79 EA01 EA14 EA17 EA25 EB11 2E162 BA05 BB08 CC01

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 その両端に接合手段としての仕口を形成
した柱材と、 この柱材の複数本を面接合させて並設した組柱と、 この組柱の両端に設けた前記仕口を他の柱材と組合せし
て形成した軸組体とからなる建築物。
1. A pillar having joints formed at both ends thereof as joining means, a column assembled by connecting a plurality of the columns in plane, and the joints provided at both ends of the column. A building consisting of a framed structure formed by combining with other pillars.
【請求項2】 その両端に落しあり形などの単純な形状
の凹凸よりなる仕口を設けた柱材と、 この柱材の複数本を面接合して並設した組柱と、 この組柱に対応した仕口形状を有し、この組柱を形成す
る個々の柱材に組合せすると共に、前記組柱とは直交す
る方向に配設した胴差、桁などの横架材とで形成した軸
組体とからなる建築物。
2. A column member provided with a connection made of irregularities of a simple shape such as a dropping shape at both ends thereof, a column column in which a plurality of the column members are surface-joined and juxtaposed, In addition to having a joint shape corresponding to the above, and combined with the individual column members forming this assembled column, it was formed by a horizontal member such as a body difference, a girder arranged in a direction orthogonal to the assembled column. A building consisting of a frame.
【請求項3】 柱材の複数本を接合して並設した組柱
と、 この組柱を形成する複数の柱材の一端毎に1種類のほぞ
又はほぞ穴をそれぞれに形成し、これらの柱材の本数に
対応した本数を組合せした胴差、桁などの横架材とから
なる建築物。
3. A column which is formed by joining a plurality of column members and juxtaposed, and one type of tenon or mortise is formed at each end of a plurality of column members forming the column. A building composed of horizontal members such as body differences and girders that combine the number of pillars corresponding to the number of pillars.
【請求項4】 柱材の複数本を面接合して並設した組柱
と、 この組柱を直立状態に支持し、基礎上に配設する土台と
して、柱材を二段に横積みにして下土台と上土台とによ
り形成すると共に、前記基礎に埋め込んだアンカーボル
トを前記組柱の下側で土台と固着した積重ね土台とから
なる建築物。
4. An assembled column in which a plurality of column members are surface-joined and arranged side by side, and the assembled columns are supported in an upright state, and as a base to be disposed on a foundation, the column members are horizontally stacked in two stages. A building comprising a lower base and an upper base, and a stacked base in which anchor bolts embedded in the foundation are fixed to the base below the set pillar.
【請求項5】 複数枚の板材を面状に並べて接合すると
共に、その外周囲に凸溝を設けたパネルと、 このパネルの対角線上に配設して、前記複数枚の板材に
接合する筋交い兼用の板止めとからなる羽目板。
5. A panel in which a plurality of plate members are arranged in a plane and joined, and a panel provided with a convex groove on the outer periphery thereof, and a brace arranged on a diagonal line of the panel and joined to the plurality of plate members. A siding plank consisting of a combined plate stop.
【請求項6】 複数枚の板材を面状に並べて接合すると
共に、その外周囲に凸溝を設けたパネルと、 このパネルの対角線上に配設して、前記複数枚の板材に
接合する筋交い兼用の板止めとからなり、これらの筋交
い付パネルを対向配置させて、前記板止め同士が交差す
るように配置した羽目板。
6. A panel in which a plurality of plate members are arranged in a plane and joined together, and a convex groove is provided on the outer periphery thereof, and a brace arranged on a diagonal line of the panel and joined to the plurality of plate members. A siding plank comprising a combined plate stop, in which these brace panels are arranged to face each other, and the plate stops are arranged to cross each other.
【請求項7】 その先端を細くした棒状本体と、 この棒状本体の外周囲に設けた溝とからなる込み栓。7. A spigot comprising a rod-shaped main body having a thin tip and a groove provided on the outer periphery of the rod-shaped main body.
JP2000256481A 2000-07-24 2000-07-24 Building using built-up column, panelling board and cotter therefor Pending JP2002038587A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000256481A JP2002038587A (en) 2000-07-24 2000-07-24 Building using built-up column, panelling board and cotter therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000256481A JP2002038587A (en) 2000-07-24 2000-07-24 Building using built-up column, panelling board and cotter therefor

Publications (1)

Publication Number Publication Date
JP2002038587A true JP2002038587A (en) 2002-02-06

Family

ID=18745085

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000256481A Pending JP2002038587A (en) 2000-07-24 2000-07-24 Building using built-up column, panelling board and cotter therefor

Country Status (1)

Country Link
JP (1) JP2002038587A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006009484A (en) * 2004-06-29 2006-01-12 Ichiura Toshi Kaihatsu Kenchiku Consultants:Kk Wooden column member and its production method
JP2011132730A (en) * 2009-12-24 2011-07-07 Taisei Corp Building structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006009484A (en) * 2004-06-29 2006-01-12 Ichiura Toshi Kaihatsu Kenchiku Consultants:Kk Wooden column member and its production method
JP2011132730A (en) * 2009-12-24 2011-07-07 Taisei Corp Building structure

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