JPS5830976B2 - house construction method - Google Patents

house construction method

Info

Publication number
JPS5830976B2
JPS5830976B2 JP51117416A JP11741676A JPS5830976B2 JP S5830976 B2 JPS5830976 B2 JP S5830976B2 JP 51117416 A JP51117416 A JP 51117416A JP 11741676 A JP11741676 A JP 11741676A JP S5830976 B2 JPS5830976 B2 JP S5830976B2
Authority
JP
Japan
Prior art keywords
thick
horizontal
hole
column
construction method
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
Application number
JP51117416A
Other languages
Japanese (ja)
Other versions
JPS5342417A (en
Inventor
守信 新垣
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.)
SHINYO SHOKAI KK
Original Assignee
SHINYO SHOKAI KK
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 SHINYO SHOKAI KK filed Critical SHINYO SHOKAI KK
Priority to JP51117416A priority Critical patent/JPS5830976B2/en
Publication of JPS5342417A publication Critical patent/JPS5342417A/en
Publication of JPS5830976B2 publication Critical patent/JPS5830976B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は家屋構築工法、詳しくは木造軸組建築において
仕口、継手等の接合方法を変えることにより容易に建築
できるようにするとともに材を規格化し現場における材
の加工を省略せしめて工期を短縮することで安価な住宅
等を得ることができる家屋構築工法に関するものである
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a method for constructing a house, more specifically, a method for constructing a house using wooden frameworks, by changing the joining methods of joints, joints, etc., to facilitate construction, standardizing the materials, and processing the materials on site. The present invention relates to a house construction method that enables inexpensive housing etc. to be obtained by omitting the construction period and shortening the construction period.

従来の木造軸組建築においては継手、仕口における材の
形状は複雑で、また使用する場所によって継手、仕口の
種類が異なり、その各々の継手、仕口の形状によって要
求される材の寸法もさまざまであるために、多種類の材
が必要とされるものである。
In traditional wooden frame buildings, the shapes of the materials used in joints and joints are complex, and the types of joints and joints differ depending on the location where they are used, and the dimensions of the materials required for each joint and joint shape vary. Since there are many different materials, many types of materials are required.

このために木造軸組建築の施工においては高度の技術が
要求されるばかりか、長期間の工事が行なわれる結果、
建築物の価格が高くなる傾向がある。
For this reason, the construction of wooden frame buildings not only requires advanced technology, but also requires a long period of time.
Building prices tend to rise.

これらの欠点を改善する方法として適宜に金具等を用い
る方法も考えられているが、真壁作りの部屋等では柱を
露出することが要求されるために、全面的に切り換える
ことはできないものである。
The use of metal fittings, etc., has been considered as a way to improve these shortcomings, but in rooms with solid walls, it is necessary to expose the pillars, so it is not possible to make a complete switch. .

本発明は上記従来の木造軸組工法における欠点に鑑みて
なされたもので、接手および仕口の結合に太柄を用いる
ことにより、材を規格化し、かつ現場における接手、仕
口等の材の加工を不必要とするようにした家屋構築工法
を提供しようとするものである。
The present invention was made in view of the above-mentioned drawbacks of the conventional wooden frame construction method, and by using a thick handle to connect joints and joints, it is possible to standardize the materials and improve the ease of use of materials for joints, joints, etc. on site. The purpose is to provide a house construction method that eliminates the need for processing.

以下、本発明を実施例である図面にしたがって説明する
Hereinafter, the present invention will be explained according to the drawings which are examples.

図において、1は横架材、2は柱である。In the figure, 1 is a horizontal member, and 2 is a column.

1a1’a 、 1“aは梁等の他土台にも使用される
横架材で、横架材1aは横架材1′aよりも横架材1の
巾寸法だけ長く、横架材1“aは柱2の巾寸法の1/2
だけ横架材1′aより長く構成されている。
1a1'a, 1"a are horizontal members used for other foundations such as beams, and horizontal member 1a is longer than horizontal member 1'a by the width dimension of horizontal member 1, and “a is 1/2 of the width of pillar 2
The horizontal member 1'a is longer than the horizontal member 1'a.

これら横架材1の上下両面には、長手方向の中央線に沿
った所定の巾と深さを有する凹条溝11が設けられてい
る。
Concave grooves 11 having a predetermined width and depth along the longitudinal center line are provided on both upper and lower surfaces of the horizontal members 1.

この凹条溝11は後述する柱2との結合に利用される他
、横架材1の中央線を示すものとして間柱その他の施工
の際、種々利用される他横架材1の上下面を判別するの
に効果のあるものである。
The grooves 11 are used to connect with the columns 2, which will be described later, and are also used in various ways to indicate the center line of the horizontal members 1 when constructing studs and other objects. It is effective for discrimination.

また、横架材1aの側面には第10図に示すように、端
部より横架材1の巾寸法の偽の距離内方の中心線上に該
横架材1aを横断する貫通太柄孔13が設けられ、この
太柄孔13から一定間隔毎に太柄孔の位置を示す貫通孔
14が設けられる。
Further, as shown in FIG. 10, on the side surface of the horizontal member 1a, there is a thick through hole extending across the horizontal member 1a on the center line inward from the end by a false distance of the width of the horizontal member 1. 13 is provided, and through holes 14 indicating the position of the thick hole 13 are provided at regular intervals from the thick hole 13.

一方、他の横架材1’a 、 1“aの木口中心には第
15図、第20図に示すように、太柄孔12が設けられ
、横架材i / aにおいてば端面より上記横架材1a
において採用された寸法より横架材1の巾寸法の偽短か
い側面の位置に、横架材1“aでは端面より横架材1a
において採用された寸法内方の側面位置に各々太柄孔の
位置を示す貫通孔14が設けられる。
On the other hand, as shown in FIGS. 15 and 20, a thick hole 12 is provided at the center of the end of the other horizontal members 1'a and 1"a, and in the case of the horizontal members i/a, Horizontal member 1a
At the position of the side surface of the horizontal member 1 whose width dimension is falsely shorter than the dimension adopted in
Through-holes 14 indicating the positions of the thick-shaft holes are provided at side positions on the inner side of the dimensions adopted in .

これら横架材1の両端は、例えば一端が横架材1aの場
合、他端が横架材1aのものもあれば1“aのものもあ
り、最大限この3種類の組合せの横架材1が必要となる
が、実際には土台を構成する場合3〜4種類の横架材で
充分である。
For example, when one end of the horizontal members 1 is the horizontal member 1a, the other end may be the horizontal member 1a, or the other end may be 1"a, and the maximum of these three types of combinations of horizontal members 1 is required, but in reality, 3 to 4 types of horizontal members are sufficient when constructing a foundation.

例えは、長方形状に土台を形成する場合、長手方向の両
端部には一端が横架材1as他端が横架材1“aのもの
を用い、中央部には両端が横架材1“aのものを用いて
構成し、これと直交する方向には両端が横架材1’aを
用いればよい。
For example, when forming a base in a rectangular shape, one end uses the horizontal member 1as and the other end uses the horizontal member 1"a, and the center part uses the horizontal member 1"a at both ends. It is sufficient that the horizontal member 1'a is used at both ends in the direction orthogonal to the horizontal member 1'a.

これらを用いて土台を構成するには、一端が横架材1a
の横架材1を基礎(図示せず)上に載置し、基礎と該横
架材1とをアンカーボルト(図示せず)で緊結したのち
、該横架材1aと直交する横架材1′aとをつぎのよう
にして結合される。
To construct a foundation using these, one end must be the horizontal member 1a.
After placing the horizontal members 1 on a foundation (not shown) and fastening the foundation and the horizontal members 1 with anchor bolts (not shown), the horizontal members 1 perpendicular to the horizontal members 1a are 1'a are combined as follows.

すなわち、横架材1′aの側面を基礎上に固定された横
架材1aの木口と面一の平面を形成するように基礎上に
配する。
That is, the side surface of the horizontal member 1'a is placed on the foundation so as to form a plane flush with the end of the horizontal member 1a fixed on the foundation.

このとき横架材i / aの木口面が該横架材1’aの
側面と直角に形成されているならば、横架材l / a
の木口に設けられた太柄孔12は横架材1aの側面に設
けた貫通太柄孔13と連通ずる。
At this time, if the end surface of the horizontal member i/a is formed perpendicular to the side surface of the horizontal member 1'a, the horizontal member l/a
A thick shaft hole 12 provided at the end of the wood communicates with a through thick shaft hole 13 provided on the side surface of the horizontal member 1a.

ついで横架材1aの他面の開放された太柄孔13から表
面に接着剤が塗布された太柄31が横架材1’aの太柄
孔12にまで打込まれることで第1図および第3図に示
すように横架材1aと1′aとは直交するように結合さ
れる。
Next, the thick handle 31 whose surface is coated with adhesive is driven into the wide handle hole 12 of the horizontal member 1'a through the open wide handle hole 13 on the other side of the horizontal member 1a, resulting in the opening shown in FIG. As shown in FIG. 3, the horizontal members 1a and 1'a are connected perpendicularly to each other.

また、横架材1aの中間部で横架材1′aを直角状に結
合する場合、横架材1aの側面に入相孔13を、太柄位
置を示す貫通孔14を拡大して形成する。
In addition, when joining the horizontal members 1'a at right angles at the middle part of the horizontal members 1a, the joining holes 13 on the sides of the horizontal members 1a are formed by enlarging the through holes 14 indicating the thick handle position. do.

この場合、太柄孔13は横架材1′aの太柄孔12と連
通する必要上その位置、角度等が狂うことは許されない
In this case, since the thick hole 13 needs to communicate with the thick hole 12 of the horizontal member 1'a, it is not allowed that the position, angle, etc. of the thick hole 13 be out of order.

そのために太柄位置を示すものは貫通孔14であること
が好ましく、また梁等にこの横架材1を使用するとき強
度の低下を避ける目的からこの貫通孔14の径は出来る
だけ小さいのがよい。
For this reason, it is preferable that the diameter of the through hole 14 is the one that indicates the thick handle position, and the diameter of the through hole 14 is preferably as small as possible in order to avoid a decrease in strength when the horizontal member 1 is used for a beam or the like. good.

そしてこの貫通孔14は、この貫通孔14と同径のガイ
ドを有するドリル(図示せず)を用いることにより左右
にふれることなく拡大され、正確な太柄孔13が設けら
れ、横架材1′aが配され太柄31で結合される。
By using a drill (not shown) having a guide with the same diameter as the through hole 14, the through hole 14 is enlarged without touching left and right, and an accurate thick hole 13 is provided, and the horizontal member 1 'a are arranged and connected by a thick handle 31.

また、この横架材1a 、 l’aは、側面の中央線上
で、かつ側面に設けられた太柄孔13および太枯孔位置
を示す貫通孔14から横架材1の巾寸法の恥より若干大
なる位置に巾方向の貫通孔41を設け、一端を横架材1
aの側面に取付けた、受金具等適宜の方法で固定し、他
端を該横架材1aに設けた貫通孔41で横架材1a内を
通り木口が接合される横架材l / aの側面に取付け
た受金具6でもって固定されたボルト・ナラl−5L5
2でもって両横架材1aと1′aとをより一層緊結さす
ことができる。
In addition, the horizontal members 1a and l'a are located on the center line of the side surface and from the thick handle hole 13 provided on the side surface and the through hole 14 indicating the position of the thick hole than the width of the horizontal member 1. A through hole 41 in the width direction is provided at a slightly larger position, and one end is connected to the horizontal member 1.
The horizontal frame l/a is attached to the side surface of a and is fixed by an appropriate method such as a receiving metal fitting, and the other end passes through the horizontal frame 1a through a through hole 41 provided in the horizontal frame 1a, and the end of the side frame l/a is joined. Bolt Nara l-5L5 fixed with bracket 6 attached to the side of
2, it is possible to further tighten both horizontal members 1a and 1'a.

一方、一本の横架材1aの両側面に横架材1′a。On the other hand, horizontal members 1'a are provided on both sides of one horizontal member 1a.

1’aが十字状に接合される場合には、第2図および第
4図に示すように、横架材1aの両側面に突出する長さ
の太柄32でもって一方の横架材1’aを結合し、他面
における太柄32の突出部に他の横架材1′aの木口に
設けた太柄孔12を嵌合せしめて結合する。
1'a are joined in a cross shape, as shown in FIG. 2 and FIG. 'a' are joined together, and the thick handle hole 12 provided at the end of the other horizontal member 1'a is fitted into the protruding part of the thick handle 32 on the other surface to connect them.

また、このとき用いられる緊結ボルト51は、その一端
を木口が接合される横架材1′aで固定し、他端を側面
で結合される横架材1aの貫通孔41を通り他の横架材
1′aの側面で固定される。
Further, the tightening bolt 51 used at this time has one end fixed to the horizontal member 1'a to which the butt ends are joined, and the other end passes through the through hole 41 of the horizontal member 1a joined at the side surface to the other horizontal member. It is fixed at the side surface of the frame member 1'a.

この受金具6としては例えば第25図に示すようなもの
が使用される。
As this receiving metal fitting 6, for example, one shown in FIG. 25 is used.

受金具6は上下両端部を同方向に折り曲げてナツト52
をかかえこんだものであり、ポル151位置と受金具6
底面までの距離は、横架材1aの側面に設けられた太柄
孔13とボルト孔41の距離から横架材1aの巾の偽を
差引いたものと等しくすることでポルート51は撓むこ
となく取付けられる。
The upper and lower ends of the bracket 6 are bent in the same direction, and the nut 52 is attached.
, and the port 151 position and the bracket 6
The distance to the bottom surface is set equal to the distance between the thick hole 13 provided on the side surface of the horizontal member 1a and the bolt hole 41 minus the false width of the horizontal member 1a, so that the pole route 51 can be bent. Can be installed without any problem.

一方、ボルト51はその両端部において互いに逆ねじと
なるようにねじ山が設けられているためにボルト51を
その中間に設けられた方形部53を利用し回動さすこと
でボルト51は左右両方へ引張られ横架材1’a y
1 a + I’aを緊結する。
On the other hand, since the bolt 51 is provided with opposite threads at both ends thereof, by rotating the bolt 51 using the square part 53 provided in the middle, the bolt 51 can be turned on both the left and right sides. horizontal member 1'a y
1 Tighten a + I'a.

このように、ボルト・ナラl−51,52でもって横架
材1同志を緊結する場合、横架材1の側面に受金具6の
取付位置を示す印、あるいは受金具6がボルト等で取付
けられる場合には、ボルト孔42を設けておくと容易で
ある。
In this way, when the horizontal members 1 are fastened together using bolts and nuts L-51 and 52, there is a mark on the side of the horizontal member 1 indicating the mounting position of the bracket 6, or if the bracket 6 is attached with bolts, etc. In this case, it is easy to provide bolt holes 42.

また、横架材1を長手方向に連設する場合、横架材1の
連設端部は1〃aの形状となるので、その木口に設けた
太柄孔12を用いて太柄にて連設する。
In addition, when the horizontal members 1 are installed consecutively in the longitudinal direction, the continuous ends of the horizontal members 1 have a shape of 1〃a, so the thick handle holes 12 provided in the ends of the ends can be used to insert the wide handles. Install consecutively.

このようにして基礎上に横架材1を互いに結合せしめ、
基礎と横架材1とをアンカーボルトで緊結して土台が構
成される。
In this way, the horizontal members 1 are connected to each other on the foundation,
A foundation is constructed by connecting the foundation and the horizontal members 1 with anchor bolts.

また、同様に大引も太柄およびボルトを用いて施工され
る。
In addition, the daihiki is similarly constructed using thick handles and bolts.

この大引の施工は、土台構成後であれば床施工前のいず
れの段階で行なってもよい。
This construction of the main draw may be performed at any stage before the floor construction as long as it is after the foundation is constructed.

つぎに、柱2の立設が行なわれる。Next, the pillar 2 is erected.

本発明において用いられる柱2は、第5図から第7図に
示すように、その上下面に横架材1の上下面に設けられ
た凹条溝11と嵌合できる突条21あるいは突起22を
有している。
As shown in FIGS. 5 to 7, the pillar 2 used in the present invention has protrusions 21 or protrusions 22 on its upper and lower surfaces that can fit into grooves 11 provided on the upper and lower surfaces of the horizontal member 1. have.

この突条21は、柱2の木口面の中央を横断するように
設けられ、一方突起22は、木口の中心位置に設けられ
る。
This protrusion 21 is provided so as to cross the center of the butt end surface of the pillar 2, while the protrusion 22 is provided at the center position of the butt end.

しかし、柱2に突条21を設けたものは、柱2の側面の
方向が規制されることになり突起22を採用した方が、
柱2の側面の特定の面を利用する場合、すなわち、真壁
の場合の柱2の露出面として最も欠点の少ない面を利用
する場合に柱2を適宜回転さすことで目的を達成できる
However, when the pillar 2 is provided with the protrusion 21, the direction of the side surface of the pillar 2 is restricted, so it is better to use the protrusion 22.
When using a specific side surface of the pillar 2, that is, when using the exposed surface of the pillar 2 with the least defects in the case of a true wall, the purpose can be achieved by appropriately rotating the pillar 2.

このため突条21に突起22を形成するための切目27
(第1図参照)を設けておくことで突条21.突起22
のいずれをも使用できるようにしてもよい。
For this reason, the cut 27 for forming the protrusion 22 on the protrusion 21
(See Figure 1) By providing the protrusion 21. Protrusion 22
Either of these may be used.

また、この柱2の上下面には太柄孔23が設けられてい
る。
Further, thick holes 23 are provided on the upper and lower surfaces of the pillar 2.

この人柄孔23は、柱2の木口対角線上に配されている
が、これは位置決定が容易であるからであり、必ずしも
対角線上である必要はない。
The character hole 23 is placed diagonally across the end of the pillar 2, but this is because it is easy to determine its position, and it does not necessarily have to be on the diagonal.

一方、この柱2の太柄孔23に対応して土台として基礎
上に載置された横架材1の柱立設位置も太柄孔15が設
けられる。
On the other hand, corresponding to the thick hole 23 of the pillar 2, a thick hole 15 is also provided at the pillar erecting position of the horizontal member 1 placed on the foundation as a base.

この太柄孔15は半貫通でもよいが、該横架材1を桁、
梁等と兼用することを考慮すれば上下に貫通させた方が
横架材1の種類を減少することができ、二階梁等として
使用される場合等には工程を減少させることができる。
This thick hole 15 may be semi-penetrating, but the horizontal member 1 may be a girder,
Considering that it is also used as a beam, it is possible to reduce the number of types of horizontal members 1 by penetrating it vertically, and it is possible to reduce the number of processes when used as a second-story beam, etc.

さらに、横架材1の中間部においては、横架材結合用の
太柄位置を示す貫通孔を設けておいてもよい。
Furthermore, a through hole may be provided in the intermediate portion of the horizontal member 1 to indicate a thick pattern position for joining the horizontal member.

この横架材1上の太柄孔15および柱2の太柄孔23は
、柱2を立設した場合に連通しなければならないが、こ
れは建築物における柱間隔が定まればこれらの太柄位置
は容易に決定できる。
The thick holes 15 on the horizontal member 1 and the thick holes 23 on the pillars 2 must communicate when the columns 2 are erected. The handle position can be easily determined.

そして柱2は、土台として用いられる横架材1にその一
端部が横架材1上に突出するように打込まれた太柄33
と柱2の下面の末枯孔23とを嵌合することで立設され
る(第1図参照)。
The pillar 2 has a thick handle 33 that is driven into the horizontal member 1 used as a base so that one end thereof protrudes above the horizontal member 1.
It is erected by fitting the end hole 23 on the lower surface of the pillar 2 (see Fig. 1).

この柱材2には、またその側面の中央線上で上面より一
定位置の所に他面に貫通する2個の入相孔24および2
5が設けられている。
This pillar material 2 also has two phase entry holes 24 and 2 that penetrate into the other surface at a certain position from the top surface on the center line of the side surface.
5 is provided.

一方、通し柱として用いられる柱材2′では上面より一
定位置下方に末枯孔24および25が設けられ、その中
間部には上記柱2における下方からの距離と等しい位置
に太柄孔24′および25′が、また、柱2の高さと柱
2上に位置する横架材1部分の高さの%を加えた位置に
もう一つの末枯孔26が設けられる。
On the other hand, in the pillar material 2' used as a through pillar, dead holes 24 and 25 are provided at a certain position below the upper surface, and in the middle part there are thick holes 24' and 25 at a position equal to the distance from the bottom of the pillar 2. 25', and another dead hole 26 is provided at a position equal to the height of the column 2 plus % of the height of the portion of the horizontal member 1 located on the column 2.

このような柱2,2′が必要位置に立設されたのち、桁
あるいは二階建部分においては胴差しといった横架材1
が取付けられる。
After such pillars 2, 2' are erected at the required positions, horizontal members 1 such as girders or frame beams are installed in the two-story part.
is installed.

例えば桁は柱2の上端をつなぐものであるからその端部
は柱2上に位置せしめる必要がある。
For example, since the girder connects the upper ends of the columns 2, its ends must be positioned on the columns 2.

このとき使用される横架材1は、その端部が建築物の端
部にくるものにあっては端部が柱2上に完全に載るよう
に加工された横架材1a〜1e(第10図から第14図
参照)のうちから支持荷重によって必要断面の横架材1
が選択される。
The horizontal members 1 used at this time are horizontal members 1a to 1e (no. (See Figures 10 to 14)
is selected.

すなわち、これら横架材1a〜1eのうち横架材1aを
除く他の4種は、その端部において横架材1aと同じ厚
みを有するようにいずれも柱2の巾と等しい分だけ欠き
込んである。
That is, the other four types of horizontal members 1a to 1e, excluding the horizontal member 1a, are all recessed by an amount equal to the width of the pillar 2 so that they have the same thickness as the horizontal member 1a at their ends. It is.

この種の横架材1における柱2との結合方法は、つぎの
ようになされる。
The method for connecting this type of horizontal member 1 to the pillar 2 is as follows.

横架材1aにおいては下面の凹条溝11と柱2の突条2
1あるいは突起22を嵌合することで横架材1aと柱2
との中心が一致し、横架材1aと柱2との角部を合わせ
ることで横架材1aに設けられた太柄孔15と柱2の上
下に貫通する太柄孔23とは連通ずる。
In the horizontal member 1a, the concave groove 11 on the lower surface and the protrusion 2 on the column 2
1 or by fitting the protrusions 22, the horizontal member 1a and the column 2
By aligning the corners of the horizontal frame member 1a and the column 2, the thick hole 15 provided in the horizontal frame member 1a and the thick hole 23 that penetrates the column 2 from above and below are communicated with each other. .

ついで、横架材1aの上部から太柄34を柱2の内部ま
で打込み横架材1aと柱2とを固定する(第8図、第9
図参照)。
Next, the thick handle 34 is driven from the top of the horizontal member 1a to the inside of the column 2 to fix the horizontal member 1a and the column 2 (Figs. 8 and 9).
(see figure).

また、横架材1b、1cにおいては、その断面が犬であ
るためにさらは柱2の側面に設けた末枯孔24が使用さ
れる。
Furthermore, since the cross sections of the horizontal members 1b and 1c are dog-shaped, the end holes 24 provided in the sides of the pillars 2 are used.

すなわち、柱2巾分だけ欠き込まれた横架材1bの切欠
部の木口下面には柱2の側面に設けた入相孔24と連通
ずる断面半円状の末枯孔16が、横架材1cにおいては
末枯孔24と完全に連通ずる太柄孔17が設けられてい
る。
That is, on the lower surface of the end of the notch of the horizontal frame member 1b, which is cut out by two widths of the column, there is a terminal hole 16 with a semicircular cross section that communicates with the entry hole 24 provided on the side surface of the column 2. In the material 1c, a thick hole 17 is provided which completely communicates with the dead hole 24.

そのために、柱2における横架材1b、1cが当接する
側面の他側面に開口する太柄孔24から太柄31を横架
材1b、1cの末枯孔16,17に嵌合するように打込
むことで柱2と横架材1b。
For this purpose, the thick handle 31 is fitted into the end holes 16, 17 of the horizontal members 1b, 1c from the thick handle hole 24 which opens on the other side of the side where the horizontal members 1b, 1c contact in the pillar 2. By driving the pillar 2 and the horizontal member 1b.

1cの木口とも結合する。It also joins with the end of 1c.

なお、横架材l a + 1 b +10においては、
第26図に示すような支持具7でもって横架材1を下面
より支持せしめることもできる。
In addition, in the horizontal member l a + 1 b +10,
It is also possible to support the horizontal member 1 from below with a support 7 as shown in FIG.

この支持具7は、下方に半円状の鞍部71を有しており
、柱2の太柄孔24あるいは25に打ち込まれた太柄3
5上に載置され、上部平板部72でもって横架材1a、
1b、1cの底面を支持するものである(第8図参照)
This support 7 has a semicircular saddle 71 at the bottom, and a thick handle 3 driven into a thick handle hole 24 or 25 of the pillar 2.
5, and with the upper flat plate part 72, the horizontal member 1a,
It supports the bottom surfaces of 1b and 1c (see Figure 8).
.

横架材1d、1eにおいては、上記横架材1cよりもさ
らに大きな断面を有している。
The horizontal members 1d and 1e have a larger cross section than the horizontal member 1c.

この場合には上記横架材1b、1cより大きな支持力を
得るために、木口面に太柄孔17の他にもう一つの半円
形の太柄孔18あるいは円形の末枯孔19が設けられて
おり、柱2のもう一つの太柄孔25から打ち込まれる太
柄35によって結合される。
In this case, in order to obtain a greater supporting force than the horizontal members 1b and 1c, in addition to the thick shaft hole 17, another semicircular thick shaft hole 18 or a circular terminal dead hole 19 is provided on the butt end surface. They are connected by a thick handle 35 that is driven from another thick handle hole 25 in the pillar 2.

すなわち、この横架材1d、1eでは上部からの太柄3
4の他に柱2側面から打ち込まれる2本の太柄35によ
って柱2と結合される。
That is, in these horizontal members 1d and 1e, the thick handle 3 from the top
In addition to 4, it is connected to the pillar 2 by two thick handles 35 driven into the side of the pillar 2.

このような横架材1a〜1eが柱2上で直線状に連結さ
れる場合には、これら横架材1の他端は横架材1“a
+ 1”b、1“c、1“d、1“e(第20図から第
24図参照)の形状となる。
When such horizontal members 1a to 1e are connected in a straight line on the pillar 2, the other end of these horizontal members 1 is connected to the horizontal member 1"a.
+ 1"b, 1"c, 1"d, 1"e (see FIGS. 20 to 24).

すなわち、これら横架材1“a〜1“eは、柱2の上面
中央で他の横架材1と連結されるために横架材1“aを
除き下端部に柱2巾の恥の大きさの欠き込みが設けられ
ており、柱2上部に位置する端部には上下に貫通する太
柄孔15が設けられており、これから柱2上面の入相孔
23に打込まれる太柄34によって柱2と連結される。
In other words, these horizontal members 1"a to 1"e are connected to other horizontal members 1 at the center of the upper surface of the column 2, so there is a two-column-width strip at the lower end, except for the horizontal member 1"a. A notch of the same size is provided, and a thick handle hole 15 is provided at the end located at the top of the column 2, penetrating vertically. It is connected to the column 2 by 34.

また、これら横架材1“a〜1“eは、柱2上部に位置
する端部木口中央に太柄孔12が設けられ、これに打込
まれる太柄によって他の横架材1と直線状に連結される
とともに、柱2と当接するこれら横架材1の木口部分に
はそれぞれ横架材1“bには太柄孔16、横架材1“C
には太柄孔17、横架材1“dには太柄孔17および1
8、横架材1“eには太柄孔18および19が設けられ
ており、これら太柄孔と柱2の太柄孔24および25と
を連通ずる末枯にて柱2と結合される。
In addition, these horizontal members 1"a to 1"e are provided with a thick handle hole 12 at the center of the end of the end located above the pillar 2, and the thick handle is driven into this hole so that the other horizontal members 1 are in a straight line. At the end portions of these horizontal members 1 that contact the pillars 2, the horizontal members 1"b have thick handle holes 16, and the horizontal members 1"C have thick holes 16.
has a thick handle hole 17, and a wide handle hole 17 and 1 in the horizontal member 1"d.
8. The horizontal member 1"e is provided with thick holes 18 and 19, and is connected to the column 2 at the end connecting these holes with the thick holes 24 and 25 of the column 2. .

この場合においても横架材1“a、1“b、1“Cは、
柱2の太柄孔24または25に打込まれた太柄に載った
支持具7によって下面より支持してもよい。
In this case as well, the horizontal members 1"a, 1"b, 1"C are
The pillar 2 may be supported from below by a support 7 mounted on a thick handle driven into the thick handle hole 24 or 25 of the pillar 2.

一方、これら横架材1が胴差として使用される場合には
、その端部は通し柱2′の中間部にその木口が当接され
る。
On the other hand, when these horizontal members 1 are used as a trunk difference, the ends of the ends thereof are brought into contact with the intermediate portions of the through-posts 2'.

それ故この場合の横架材1の端部形状は、横架材1’a
〜1′e(第15図から第19図参照)のものが使用さ
れ横架材1の木口に設けられた太柄孔12と通し柱2′
の太柄孔26が、また横架材1の木口人相孔16または
17と通し柱2′の太柄孔24′とが、そして木口太柄
孔18または19と通し柱2′の太柄孔25′とが各々
連通し共通の太柄により結合される。
Therefore, the end shape of the horizontal member 1 in this case is the horizontal member 1'a
~1'e (see Figures 15 to 19) are used, and the thick hole 12 and the through post 2' are provided at the end of the horizontal member 1.
Also, the wide-handled hole 26 of the cross member 1, the thick-handled hole 24' of the through-post 2', the wide-handled hole 24' of the through-post 2', and the thick-handled hole 25 of the through-post 2'. ′ are connected to each other and connected by a common thick handle.

このようにして胴差しおよび桁が施工されたのちこれら
と直交するように梁が施工される。
After the beams and girders are constructed in this manner, beams are constructed perpendicularly to them.

この梁材として用いられる横架材1の端部は、横架材1
’a〜1′eの形状をしており、支持荷重によりいずれ
の断面の横架材1が使用されるか決定される。
The end of the horizontal member 1 used as a beam member is
They have shapes from 'a' to '1'e, and which cross section of the horizontal member 1 is used is determined depending on the supporting load.

この梁材は家屋角度で用いられる場合桁と結合されるな
らばその桁の端部は横架材13〜1eの形状をなしてい
るために、桁の端部側面に開口した末枯孔13と横架材
l / a〜1’eの木口に設けられた末枯孔12を連
通せしめ末枯にて結合する。
When this beam material is used at a house angle, if it is combined with a girder, the end of the girder has the shape of the horizontal members 13 to 1e, so the end dead hole 13 opened on the side of the end of the girder and the end dead holes 12 provided at the ends of the horizontal members l/a to 1'e are connected to each other at the end dead ends.

また、この部分に通し柱2′が位置する場合には、胴差
と同様木口太柄孔12と通し柱2′の中間の太柄孔26
とを連通せしめ末枯にて結合する。
In addition, when the through post 2' is located in this part, the thick handle hole 26 between the thick end hole 12 and the through post 2' is similar to the case with the trunk difference.
and connect at the end.

さらに桁、胴差に用いられた横架材1の側面梁接合位置
に設けられた太柄位置を示す貫通孔14を拡大して太柄
孔とし該末枯孔と梁材として用いられる横架材i /
aの木口に設けられた末枯孔12を連通せしめ桁、胴差
の他面より打込んだ太柄により結合する。
Furthermore, the through hole 14 indicating the position of the thick handle provided at the joint position of the side beam of the horizontal frame member 1 used for the girder and trunk gap is enlarged to form a thick handle hole, and the end hole and the horizontal frame member used as the beam member are enlarged. material i /
The end dead hole 12 provided at the end of the wood a is connected by a spar and a thick handle driven from the other side of the trunk.

このような桁、胴差、梁といった横架材1同志の接合に
おいては、土台の接合と同様一方の横架材1の内部を貫
通するボルト、・ナツト51.52を用いて横架材1同
志をさらに緊結してもよい。
When joining horizontal members 1 such as girders, beams, and beams, bolts and nuts 51 and 52 passing through the interior of one horizontal member 1 are used to connect the horizontal members 1 to each other, similar to when joining foundations. We can further unite our comrades.

またこのとき、一方の横架材1の中央に太柄31.32
あるいは緊結用のボルト・ナツト51゜52が通り、そ
れと直交する方向にボルト・ナツト51.52で緊結し
たい場合には、ボルト51をその上下にずらして配する
ことができるようにしておくのが好ましい。
Also, at this time, a thick pattern 31.32 is placed in the center of one horizontal member 1.
Alternatively, if you want to tighten bolts and nuts 51 and 52 in a direction perpendicular to the bolts and nuts 51 and 52 for tightening, it is recommended to arrange the bolts so that they can be shifted up and down. preferable.

このようなボルト・ナラt−51,52を用いた横架材
1の緊結は、従来用いられていた箱金物による単なる連
結と異なり横架材1同志が緊結されるのではるかに強い
結合効果が期待できる。
Tightening the horizontal members 1 using bolts and nuts T-51 and 52 like this differs from the simple connection using conventional box metal fittings, as the horizontal members 1 are tightly connected together, resulting in a much stronger bonding effect. You can expect it.

このように多数の横架材1a〜1e11’a〜1’e、
1“a〜1“eを用意したのは一軒の家屋にこれら全て
を使用するのではなく、家屋のバリエーションを豊富に
するためのものである。
In this way, a large number of horizontal members 1a to 1e11'a to 1'e,
The purpose of preparing 1"a to 1"e is not to use all of them for one house, but to provide a rich variety of houses.

このようにして柱2と桁、胴差、梁とが施工され、つい
で2階部分ないしは小屋組が施工される。
In this way, the pillars 2, girders, girders, and beams are constructed, and then the second floor or roof frame is constructed.

この2階部分における工事は、2階部分に柱2を立設す
る場合に柱2の立設位置が1階部分における柱2の立設
位置と一致するときには、胴差、梁と一階部分の柱2と
の接合に用いる太柄34はその下端が一階部分の柱2に
嵌合され、その上端は2階部分の柱2の下部と嵌合され
る長い太柄が用いられる場合を除けば一階部分の工事と
ほとんど変らない。
When constructing the second floor part, when installing the pillar 2 on the second floor part, if the position of the pillar 2 matches the position of the pillar 2 on the first floor part, the difference between the trunk, the beam and the first floor part The thick handle 34 used for joining with the pillar 2 of the first floor is fitted with the lower end of the pillar 2 on the first floor, and the upper end is fitted with a long thick handle that is fitted with the lower part of the pillar 2 of the second floor. Other than that, the construction work on the first floor is almost the same.

一方、小屋組においてはつかを立設するのに柱2材を立
設するのと同様に太柄34を用いる方法を採用してもよ
いが、梁における柱2との結合位置とつかの立設位置が
異なりつか用の太柄孔を設けなければならずこれを横架
材1に前もって設けておくことは強度上土台、大引、桁
、梁に兼用さすことが困難になるために金具によりつか
を立設さす方が使用部材の数を減少さすことができ好ま
しい。
On the other hand, in the case of a roof frame, it is possible to use a thick handle 34 to erect the bridge in the same way as in the case of erecting the pillar 2 material, but the connection position with the pillar 2 on the beam The installation position is different, and it is necessary to provide a thick hole for the support, and if this is provided in advance on the horizontal member 1, it will be difficult to use it for the foundation, girder, beam, etc. due to strength reasons, so the metal fittings. It is preferable to install the levers upright because the number of members used can be reduced.

なお床づかと大引との結合も桁と柱2との結合と同様に
大引に設けた上下に貫通した太柄孔と床づか木口面に設
けた太柄孔を連通させ太柄により結合することができる
In addition, the connection between the tokonazuki and the ohiki is similar to the connection between the girder and the pillar 2, and the thick handle hole provided in the ohiki that passes through the top and bottom is connected to the thick handle hole provided on the butt end surface of the tokonomi, and the connection is made by the thick handle. can do.

以上の説明から明らかなように本願発明においては従来
の軸組工法にはない種々の利点がある。
As is clear from the above description, the present invention has various advantages not found in conventional frame construction methods.

まず、第1に部材を規格化することができる。First, members can be standardized.

すなわち、従来の軸組工法においては結合部に採用する
納の形態によって要求される寸法が異なり、いわゆる延
寸が常に必要とされたが、本発明においては太柄結合を
採用しているために延寸は不必要であり、垂直部材とし
ては柱および通し柱が水平部材においては端部が柱上に
完全に位置するもの、柱上で水平方向に接続するために
柱上に柱中央にまで位置するもの、柱上には位置しない
ものによって必要とされる寸法は決定され、両端部を考
慮しても6種類の組合せで充分であり、その寸法は決定
されるのでこれを規格化しておくことが可能である。
In other words, in the conventional framework construction method, the required dimensions differ depending on the type of sheathing adopted for the joint, and so-called elongated dimensions were always required, but in the present invention, thick joints are used. Extended dimensions are unnecessary, and for vertical members, columns and through columns, for horizontal members, the end is located completely on the column, and for horizontal connection on the column, the end is placed on the column to the center of the column. The required dimensions are determined by what is placed on the pillar and what is not located on the pillar, and even if both ends are taken into consideration, six types of combinations are sufficient, and since the dimensions are determined, it is necessary to standardize this. is possible.

つぎに、本発明においては施工現場における材の加工は
ほとんど要求されない。
Next, in the present invention, almost no processing of materials at the construction site is required.

すなわち、部材には柄加工の必要はなく、また納を形成
することも不要なために材に延寸も必要とされないので
全て定寸で現場に搬入できるために現場においては部材
の切断さえ要求されない。
In other words, there is no need for pattern processing on the parts, and since there is no need to form a sheath, there is no need to lengthen the materials, so all the parts can be delivered to the site at fixed sizes, so cutting of the parts is not required at the site. Not done.

また柱間隔、梁間隔等は関東間、関西間によって定まっ
ているので、あらかじめ必要とされる結合部分、すなわ
ち、柱材においてはその上下端部、通し柱においてはさ
らにその中間部、横架材ではその端部の所定位置に太柄
孔を設けておくことができ、さらに横架材の中間部にお
いては太柄孔を設ける位置を示す貫通孔を設けておき、
これら全てを工場において加工しておくことで現場にお
いては横架材の中間部における貫通孔のいくつかを拡大
して太柄孔とする以外に部材加工の必要はないので施工
能率は大巾に向上する。
In addition, since the column spacing, beam spacing, etc. are determined depending on the Kanto and Kansai sections, the required connecting parts are the upper and lower ends of the pillars, the middle part of the through columns, and the middle part of the horizontal members. A thick hole can be provided at a predetermined position at the end, and a through hole indicating the position where the thick hole is to be provided is provided in the middle part of the horizontal member.
By processing all of this at the factory, there is no need to process the parts at the site other than enlarging some of the through holes in the middle of the horizontal members to make thick holes, greatly increasing construction efficiency. improves.

また精度の高い家屋軸組ができるので軸組に使用する柱
、横架材以外の部材も規格化できる。
Additionally, since highly accurate house frameworks can be constructed, components other than columns and horizontal members used in the framework can also be standardized.

すなわち、部材の加工が全て工場で加工されるために現
場における加工よりも寸法精度、直角精度等が高く、か
つ結合位置も定まっているので精度のよい家屋軸組が得
られるので筋違い、火打ち材等の部材も規格化されたも
のが使用でき、サツシュ、扉等においても寸法調整の必
要なく取付けることができるものである。
In other words, since all the parts are processed in the factory, the dimensional accuracy and perpendicularity accuracy are higher than on-site processing, and since the joining positions are fixed, a highly accurate house frame can be obtained, so there is no need to use misaligned bracing or flint wood. Standardized members can be used, and they can be attached to sashes, doors, etc. without the need for dimensional adjustment.

現場での施工時間が短縮できる。Construction time on site can be shortened.

部材は規格化され、太柄孔、ボルト孔等が設けられた定
寸のものが現場に搬入することができるので組立て結合
以外の作業、すなわち材の切断、寸法調整、納等の接合
、仕口加工が必要でなく、したがって組立て、結合等に
作業は集中できるために施工時間は短縮できる。
The parts are standardized and can be delivered to the site in fixed sizes with thick handle holes, bolt holes, etc., so work other than assembly and joining, such as cutting, dimension adjustment, and joining such as shipping and finishing, can be carried out. No machining is required, so work can be concentrated on assembly, joining, etc., and construction time can be shortened.

堅固な軸組みが得られる。A solid shaft assembly can be obtained.

太柄には接着剤を塗布して打込み結合することができる
ために相結合と異なり物理的な結合以外に接着剤による
化学的な結合が得られる。
Since adhesive can be applied to the thick handle and bonded by driving, unlike phase bonding, a chemical bond can be obtained by the adhesive in addition to physical bonding.

また横架材同志もボルトでさらに結合されるために相結
合による軸組みよりも堅固な軸組みが得られる。
Furthermore, since the horizontal members are further connected to each other with bolts, a more rigid shaft assembly can be obtained than a shaft assembly based on mutual coupling.

このような利点は本発明における欠点とされる部材の拾
い出しに時間がかかるという欠点を充分に補なって余る
ものである。
These advantages more than compensate for the drawback of the present invention, that it takes time to pick out the parts.

しかも、この部材の拾い出しを充分に行うことにより部
材の位置が明確化され、図面にしたがい配置し結合する
ことで現場における施工は一層容易なものとなり、余分
の材を搬入することもなく、その管理も容易となるので
合理化の一部ともいえるものである。
Moreover, by picking out the parts sufficiently, the positions of the parts can be clarified, and by arranging and joining them according to the drawings, construction on site becomes easier, and there is no need to bring in excess materials. It can also be said to be a part of rationalization because it is easier to manage.

そして本発明に係る家屋構築工法は従来の軸組工法と同
様の家屋を提供することを目的の一つとするものである
から真壁造、大壁造等自由に選択でき、周囲の環境と合
致した外観の家屋が安価にかつ効率よく施工できるもの
である。
Since one of the purposes of the house construction method according to the present invention is to provide a house similar to that of the conventional frame construction method, it is possible to freely select a structure such as a straight-walled structure or a large-walled structure, and it is compatible with the surrounding environment. The external appearance of the house can be constructed inexpensively and efficiently.

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

第1図は本発明にかかる家屋構築工法における横架材と
柱との斜視図、第2図は第1図における横架材を結合し
た土台上に柱を立設した状態を示す斜視図、第3図、第
4図は第1図における横架材を結合した土台上に柱を立
設するとともに、ボルトにより横架材が互いに緊結され
た状態を示す側面図、第5図、第6,7図は柱の形状を
示す図面で、第5図、第6図は斜視図、第7図は柱の上
下端面の平面図、第8図は柱とその上端面に結合する横
架材、太柄および支持具の斜視図、第9図は柱の上端面
に横架材を結合した状態を示す斜視図、第10図から第
24図は横架材の端部形状を示す図面で、イ図は正面図
、口図は側面図、ハ図は平面図、第25図は受金具と緊
結用ボルト・ナツトとの斜視図で、第26図は支持具の
斜視図である。 1・・・横架材、2・・・柱、6・・・受金具、7・・
・支持具、11・・・凹条溝、12,13,15,16
,17゜18.19,23,24,25,26・・・太
柄孔、14.41・・・貫通孔、21・・・突条、22
・・・突起、31.32,33,34,35・・・太柄
、51・・・ボルト、52・・・ナツト。
FIG. 1 is a perspective view of a horizontal frame member and a column in the house construction method according to the present invention, and FIG. 2 is a perspective view showing a state in which the column is erected on a foundation to which the horizontal frame members in FIG. 1 are combined. Figures 3 and 4 are side views showing a state in which the columns are erected on the foundation with the horizontal members in Figure 1 joined together, and the horizontal members are tightly connected to each other with bolts, and Figures 5 and 6 are , 7 are drawings showing the shape of the column, FIGS. 5 and 6 are perspective views, FIG. 7 is a plan view of the upper and lower ends of the column, and FIG. 8 is a horizontal member connected to the column and its upper end. , a perspective view of the thick handle and the support, FIG. 9 is a perspective view showing the state in which the horizontal member is connected to the upper end surface of the column, and FIGS. 10 to 24 are drawings showing the shape of the end of the horizontal member. , Figure A is a front view, Figure C is a side view, Figure C is a plan view, Figure 25 is a perspective view of the receiving fitting and fastening bolts and nuts, and Figure 26 is a perspective view of the support. 1...Horizontal member, 2...Column, 6...Bracket, 7...
・Support, 11... Concave groove, 12, 13, 15, 16
, 17° 18.19, 23, 24, 25, 26...Thick handle hole, 14.41...Through hole, 21...Protrusion, 22
...Protrusion, 31.32,33,34,35...Thick handle, 51...Bolt, 52...Nut.

Claims (1)

【特許請求の範囲】 1 基礎上に配した複数本の横架材を、一方の横架材の
側面所定位置に設けた太柄孔と、他の横架材の木口に設
けた太柄孔とを共通の太柄にて結合せしめるとともに、
これら横架材と基礎とをアンカーボルトで緊結して土台
を構成したのち、土台上面所定位置に穿設された太柄孔
に太柄を一定寸法土台上方に突入するように打込み、該
太柄の突出部と柱下面に設けられた太柄孔とを嵌合せし
めて土台上に柱を立設し、ついで柱上に横架材を、当該
横架材の上面より下面に貫通するように設けた人相孔と
柱上面に設けられた太柄孔とを連通ずるように載置し、
横架材上面より太柄を打込み柱と結合せしめて桁とし、
さらに桁側面に設けた貫通太柄孔と桁と直交するように
配した横架材の木口に設けた人相孔とを互に共通の太柄
に嵌合せしめて梁を構成する一方、土台側面に設けた貫
通太柄孔と土台と直交するように配した横架材の木口に
設けた太柄孔とを共通の太柄にて連結して大弓とするこ
とを特徴とする家屋構築工法。 2 土台、桁、梁、大引あるいは胴差として用いられる
横架材の上下両面中央に所定の巾および深さを有する長
手方向の条溝を設けることを特徴とする特許請求の範囲
第1項記載の家屋構築工法。 3 横架材の側面部に、該横架材端部より一定距離おい
て該横架材と直交する他の横架材との結合用太枯位置を
示す貫通孔を設けることを特徴とする特許請求の範囲第
1項ないし第2項のいずれかに記載の家屋構築工法。 4 横架材の下面部に該横架材端部より一定距離おいて
柱との結合用太柄孔を設けることを特徴とする特許請求
の範囲第1項ないし第3項のいずれかに記載の家屋構築
工法。 5 横架材の端部より一定距離おいて柱との結合用人相
位置を示す上下面の貫通孔を設けることを特徴とする特
許請求の範囲第1項ないし第3項のいずれかに記載の家
屋構築工法。 6 横架材の端部において端部より一定距離内方位置に
柱との結合用上下面貫通太柄孔を設けることを特徴とす
る特許請求の範囲第1項ないし第5項のいずれかに記載
の家屋構築工法。 7 横架材の木口面に結合用太柄孔を設けることを特徴
とする特許請求の範囲第1項ないし第6項のいずれかに
記載の家屋構築工法。 8 横架材の下端部に切欠部を設けるとともに切欠によ
り得られる木口面に結合用太柄孔を設けることを特徴と
する特許請求の範囲第1項ないし第7項のいずれかに記
載の家屋構築工法。 9 柱材の上下両端面に横架材に設けた凹条溝と嵌合可
能な突条を設けることを特徴とする特許請求の範囲第1
項記載の家屋構築工法。 10柱材の上下両端面に横架材に設けた凹条溝と嵌合可
能な突出部を設けることを特徴とする特許請求の範囲第
1項記載の家屋構築工法。 11 柱材の上下両端面に端面の中央点に対称に複数の
太柄孔を設けることを特徴とする特許請求の範囲第1項
、第9項および第10項のいずれかに記載の家屋構築工
法。 12柱材の上面より所定寸法下方の側面の中央線上に1
以上の太柄嵌合用の貫通孔を設けることを特徴とする特
許請求の範囲第1項および第9項ないし第11項のいず
れかに記載の家屋構築工法。 13通し柱として用いる柱材において、胴差または梁が
結合される柱中間部に1以上の貫通太柄孔を設けること
を特徴とする特許請求の範囲第1項および第9項ないし
第12項のいずれかに記載の家屋構築工法。 14柱と桁として用いる横架材とを結合するに際し、柱
材の上面と横架材の下面および柱材の側面および柱材に
当接する横架材の木口面とを各々太柄にて結合すること
を特徴とする特許請求の範囲第1項ないし第13項のい
ずれかに記載の家屋構築工法。 15梁を構成するに際し、桁あるいは胴差しの側面と梁
の端面とを太柄にて結合するとともに柱と鉄柱に当接す
る梁木口面とを太柄にて結合することを特徴とする特許
請求の範囲第1項ないし第14項のいずれかに記載の家
屋構築工法。 16通し柱中間部において鉄柱と横架材とを結合するに
際し、鉄柱の側面と横架材の端面とを太柄にて結合する
ことを特徴とする特許請求の範囲第1項ないし第15項
のいずれかに記載の家屋構築工法。 17横架材を用いて桁、梁、胴差を構成するに際し、こ
れら横架材を柱あるいは柱に支持される他の横架材と太
柄にて結合して支持するとともに柱側面に取り付けた支
持具により該横架材を下面より支持させることを特徴と
する特許請求の範囲第1項ないし第16項のいずれかに
記載の家屋構築工法。
[Scope of Claims] 1. A plurality of horizontal members arranged on a foundation, with a thick hole provided at a predetermined position on the side of one horizontal member, and a thick hole provided at the end of the other horizontal member. and are joined by a common thick handle, and
After constructing a foundation by connecting these horizontal members and the foundation with anchor bolts, a thick handle is driven into a thick handle hole drilled at a predetermined position on the upper surface of the base so as to protrude a certain distance above the base. A pillar is erected on the foundation by fitting the protruding part of the pillar into a thick hole provided on the lower surface of the pillar, and then a horizontal member is installed on the pillar so as to penetrate from the upper surface of the horizontal member to the lower surface. It was placed so that the physiognomic hole and the thick handle hole provided on the top of the column were in communication.
Thick handles are driven from the top of the horizontal members and connected to the pillars to form girders.
Furthermore, the through thick handle hole provided on the side of the girder and the face hole provided in the end of the horizontal member placed perpendicularly to the girder are fitted into a common thick handle to form a beam. A method of constructing a house characterized by connecting a thick penetrating hole provided at the base and a thick hole provided at the end of a horizontal frame member placed perpendicular to the foundation to form a large bow through a common thick stem. . 2. Claim 1, characterized in that a longitudinal groove having a predetermined width and depth is provided at the center of both upper and lower surfaces of a horizontal member used as a foundation, a girder, a beam, a main drawer, or a girder. The house construction method described. 3. A through-hole is provided in the side surface of the horizontal frame member to indicate a dead position for connection to another horizontal frame member that is perpendicular to the horizontal frame member at a certain distance from the end of the horizontal frame member. A house construction method according to any one of claims 1 to 2. 4. According to any one of claims 1 to 3, the lower surface of the horizontal member is provided with a thick hole for connection to a column at a certain distance from the end of the horizontal member. house construction method. 5. A through-hole according to any one of claims 1 to 3, characterized in that a through-hole is provided in the upper and lower surfaces of the horizontal member at a certain distance from the end thereof to indicate the human position for connection to the column. House construction method. 6. Any one of claims 1 to 5, characterized in that thick holes penetrating the upper and lower surfaces for coupling with columns are provided at the ends of the horizontal members at a certain distance inward from the ends. The house construction method described. 7. The house construction method according to any one of claims 1 to 6, characterized in that a thick hole for connection is provided in the end surface of the horizontal frame member. 8. The house according to any one of claims 1 to 7, characterized in that a notch is provided at the lower end of the horizontal member, and a thick hole for connection is provided in the end surface obtained by the notch. Construction method. 9. Claim 1, characterized in that a protrusion that can fit into a groove provided in a horizontal member is provided on both upper and lower end surfaces of the column member.
House construction method described in section. 10. The method of constructing a house according to claim 1, wherein protrusions that can fit into grooves provided in the horizontal members are provided on both upper and lower end surfaces of the pillar members. 11. A house construction according to any one of claims 1, 9, and 10, characterized in that a plurality of thick holes are provided in both upper and lower end faces of the pillar material symmetrically with respect to the center point of the end face. Construction method. 12 on the center line of the side surface a predetermined distance below the top surface of the pillar material.
A house construction method according to any one of claims 1 and 9 to 11, characterized in that a through hole for fitting the thick handle as described above is provided. Claims 1 and 9 to 12, characterized in that, in a column material used as a 13-through column, one or more thick through holes are provided in the middle part of the column to which the barrel or beam is connected. The house construction method described in any of the above. When connecting the 14 columns and the horizontal members used as girders, the upper surface of the pillars, the lower surface of the horizontal members, the side surface of the pillars, and the end surface of the horizontal members that contact the pillars are connected using thick handles. A house construction method according to any one of claims 1 to 13, characterized in that: 15 A patent claim characterized in that, when constructing a beam, the side surface of a girder or a girder and the end face of the beam are connected by a thick handle, and the column and the end surface of the beam that abuts the iron column are connected by a thick handle. A house construction method according to any one of items 1 to 14. Claims 1 to 15, characterized in that when connecting the steel column and the horizontal frame member at the middle part of the 16-through column, the side surface of the steel column and the end face of the horizontal frame member are connected with a thick handle. The house construction method described in any of the above. 17 When constructing girders, beams, and girders using horizontal members, these horizontal members are supported by connecting them with columns or other horizontal members supported by the columns with thick handles, and are also attached to the side of the column. 17. The method of constructing a house according to any one of claims 1 to 16, characterized in that the horizontal member is supported from below by a supporting tool.
JP51117416A 1976-09-28 1976-09-28 house construction method Expired JPS5830976B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP51117416A JPS5830976B2 (en) 1976-09-28 1976-09-28 house construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP51117416A JPS5830976B2 (en) 1976-09-28 1976-09-28 house construction method

Publications (2)

Publication Number Publication Date
JPS5342417A JPS5342417A (en) 1978-04-17
JPS5830976B2 true JPS5830976B2 (en) 1983-07-02

Family

ID=14711094

Family Applications (1)

Application Number Title Priority Date Filing Date
JP51117416A Expired JPS5830976B2 (en) 1976-09-28 1976-09-28 house construction method

Country Status (1)

Country Link
JP (1) JPS5830976B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5522977A (en) * 1978-08-09 1980-02-19 Shiyouon Giken Kk Light heat insulating sound insulation board

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5185221A (en) * 1974-10-24 1976-07-26 Ryosan Gijutsu Kenkyusho Kk MOKUZOKENCHIKUNIOKERUJIKUGUMIKOZO

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5185221A (en) * 1974-10-24 1976-07-26 Ryosan Gijutsu Kenkyusho Kk MOKUZOKENCHIKUNIOKERUJIKUGUMIKOZO

Also Published As

Publication number Publication date
JPS5342417A (en) 1978-04-17

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