JP2582009B2 - Log house style building and its construction method - Google Patents
Log house style building and its construction methodInfo
- Publication number
- JP2582009B2 JP2582009B2 JP3177666A JP17766691A JP2582009B2 JP 2582009 B2 JP2582009 B2 JP 2582009B2 JP 3177666 A JP3177666 A JP 3177666A JP 17766691 A JP17766691 A JP 17766691A JP 2582009 B2 JP2582009 B2 JP 2582009B2
- Authority
- JP
- Japan
- Prior art keywords
- wall
- log
- building
- soil
- plate
- 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 - Lifetime
Links
- 238000010276 construction Methods 0.000 title claims description 24
- 239000000463 material Substances 0.000 claims description 65
- 239000002689 soil Substances 0.000 claims description 36
- 238000000576 coating method Methods 0.000 claims description 29
- 239000011248 coating agent Substances 0.000 claims description 28
- 238000009415 formwork Methods 0.000 claims description 6
- 239000007788 liquid Substances 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims description 4
- 238000011049 filling Methods 0.000 claims description 3
- 238000003825 pressing Methods 0.000 claims description 3
- 238000001035 drying Methods 0.000 claims description 2
- 238000004898 kneading Methods 0.000 claims 1
- 239000003973 paint Substances 0.000 claims 1
- 238000000034 method Methods 0.000 description 23
- 239000004927 clay Substances 0.000 description 8
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 238000002485 combustion reaction Methods 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000010409 ironing Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009954 braiding Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 238000011068 loading method Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Finishing Walls (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、ログハウスの外観を呈
しながら、耐力構造上はログハウスにおける丸太を積み
重ねて組み上げる通常の「丸太組工法」によらず、支柱
によって建物全体を支える軸組構造による建築物及びそ
の建築工法に関する。BACKGROUND OF THE INVENTION This invention is, while presenting the appearance of a log house, on the load-bearing structure is loading the logs in the log house
Regardless of the normal "log set method" to build up on top, about the building and its construction methods by framing structure that supports the whole building I'm in the post <br/>.
【0002】[0002]
【従来の技術】ログハウスは、丸太材の表皮を剥いだ地
膚や無垢の角材の木目が自然な趣きを出して、素朴な外
観を呈し、且つ、幅広の丸太が断熱効果に優れるので、
冬に暖かく、夏に涼しいという利点を有し、別荘やロッ
ジ風の建物として人気が高い。そしてその建築工法は、
丸太材又は幅広の角材を、そのまま又は半割型として、
凹凸嵌合等させて横又は縦に積み重ね、その交差部を合
欠式に密に結合させたノッチ等でかみ合わせて、構築し
ていくのが一般的である。しかし、その工法には以下の
欠点を有するため、一般住宅にはあまり用いられていな
いのが現状である。2. Description of the Related Art In a log house, the skin of a log material and the grain of a solid square material have a natural appearance and a simple appearance, and a wide log is excellent in a heat insulating effect.
It has the advantage of being warm in winter and cool in summer, and is popular as a villa or lodge-like building. And the construction method,
Log material or wide square material, as it is or as a half-split type,
It is common to build up by horizontally or vertically stacking by fitting unevenness and the like, and engaging the intersection with a notch or the like which is tightly connected in an intermittence type. However, this method has the following drawbacks, and is currently rarely used for ordinary houses.
【0003】その理由は、a)自然の丸太を用いるた
め、ノッチの寸法規格が統一せず、下積みと上積みでは
軸方向に力がずれて、力学的に偏芯を起こし易く、構造
上の強度計算が確立しないので、二階建や三階建の建物
を建てるには不適であること、 b)構造強度が不安定であるため、各部屋の面積を狭小
に限定しなければならず、リビングル−ム等の広い室内
空間を取ることが困難なこと、 c)丸太材が経時と共に大きく収縮し易く、戸や窓の建
てつけが数ケ月を経ると狂いだし、窓の開閉や戸締りに
難渋すること、 d)自然の丸太材を外壁に用いるため、そのままでは延
焼の虞ある構造物と捉えられ、都市計画区域等には、延
焼に対するなんらかの対策が施されなければ、建築が難
しかったこと等による。The reasons are as follows: a) Since natural logs are used, notch dimensional standards are not standardized, and forces are deviated in the axial direction between the lower stack and the upper stack to easily cause eccentricity mechanically and structural strength. It is unsuitable for building two-story or three-story buildings because the calculation is not established. B) The structural strength is unstable, so the area of each room must be limited to a small one. -It is difficult to take up a large indoor space such as mums. C) Logs are likely to shrink significantly over time, and doors and windows will be out of order after a few months, making opening and closing windows difficult. D) Because natural logs are used for the outer wall, the structure is considered to be a structure that may spread the fire as it is, and it was difficult to construct the city planning area if no measures were taken against the spread of the fire. .
【0004】[0004]
【発明が解決しようとする課題】本発明は上記実情に基
づいて、a)丸太組工法によらないより安定した建築構
造で、且つ、ログハウスの外観を呈し、b)燃焼に対す
る対策を施して延焼の虞のない建築物及びその建築工法
を得ることを目的とする。SUMMARY OF THE INVENTION Based on the above-mentioned circumstances, the present invention is based on: a) a more stable building structure which does not use the log braiding method, and the appearance of a log house, and b) measures against burning. An object of the present invention is to obtain a building and a building method without the risk of spreading fire.
【0005】[0005]
【課題を解決するための手段】本発明ログハウス風建築
物は、屋根、梁等建造物全体を支柱で支える軸組構造と
し、その外壁面において、その軸組構造の構造体から外
側に間隔を置いて独立状態にログ材を積み重ねた外壁部
を形成し、その外壁部を構成するログ材の室内側表面に
密接させて土塗壁を形成したことを特徴とするものであ
る。また、屋根、梁等建造物全体を支柱で支える軸組構
造とし、その外壁面において、その軸組構造の構造体の
外側に土塗壁の下地となる板状体を張設し、その板状体
から外側に間隔を置いて独立状態にログ材を積み重ねた
外壁部を形成し、その外壁部と前記板状体と間に形成さ
れた間隙内に前記外壁部を構成するログ材の室内側表面
に密接させて土塗壁を形成したものである。また、上記
構成において、前記構造体と前記ログ材とをつなぎ材で
結合させたものである。さらに、上記構成において、外
壁面開口枠の支持を前記構造体から得るものである。ま
た、上記ログハウス風建築物の建築工法は、屋根、梁等
建造物全体を支柱で支える軸組構造とし、その外壁面に
おいて、あらかじめ土台を載せる基礎を外側に幅広く形
成しておき、まず構造体の外面に土塗壁の下地となる板
状体を相互に密接状態に張設し、次ぎに前記基礎の外側
幅広上面にログ材を積み重ねて前記板状体と間隔を置い
て独立状態に外壁部を立設形成し、前記板状体と前記外
壁部とで形成された間隙に液状化させた塗土を流し込ん
で充填し、そのまま放置乾燥させて土塗壁を形成するの
である。さらに、その建築工法のおいて、外壁部を立設
形成したら、塗土の流し込み前に、外壁部の室内側全表
面を流出止用のシートで被覆して成るものである。ま
た、別の態様の建築工法は、屋根、梁等建造物全体を支
柱で支える軸組構造とし、その外壁面において、あらか
じめ土台を載せる基礎を外側に幅広く形成しておき、ま
た、水平に土塗壁の下地となる板状体を敷いてその板状
体周縁に沿って土塗壁塗厚相当の深さを有する型枠で囲
い、その型枠内に硬練りの塗土を充填し、若干加圧状態
で押圧後型枠のみを脱型してできる板状体と塗土の一体
成型土 塗体を所用面積分の個数を製作しておき、壁面の
施工においては、まず、前記基礎の外側幅広上面に軸組
構造の構造体から外側に間隔を置いて独立状態にログ材
を積み重ねて行き、その積み重ねの進捗に合わせて、ロ
グ材の最上部まで、前記一体成型土塗体を前記積み重ね
ログ材の室内側表面にその土塗面を密接させて逐次繋ぎ
合わせるとともにその板状体を構造体に固定して行き、
そのまま放置乾燥させて外壁部と同時的に土塗壁を形成
するものである。 Means for Solving the Problems The log house-like building of the present invention has a frame structure in which the whole building such as a roof and a beam is supported by columns, and the outer wall surface of the structure is separated from the structure of the frame structure.
An outer wall portion of a stack of logs material independently state have location apart side
Is formed on the indoor side surface of the log material constituting the outer wall.
It is characterized by forming a clay coating wall closely.
You. In addition, a frame structure that supports the entire building such as roofs and beams with supports
On the outer wall of the framed structure
On the outside, a plate-like body to be the base of the earthen wall is stretched, and the plate-like body is
Log materials are stacked independently at an interval from the outside
An outer wall is formed, and the outer wall is formed between the outer wall and the plate-like body.
Interior surface of the log material constituting the outer wall portion in the cut gap
To form a clay-coated wall. Also,
In the configuration, the structure and the log material are connected by a connecting material.
It is a combination. Further, in the above configuration,
The support of the wall opening frame is obtained from the structure. Ma
In addition, the construction method of the above log house style building is roof, beam, etc.
A frame structure that supports the entire building with pillars, on the outer wall
In advance, the foundation on which the base is placed
First, on the outer surface of the structure,
The bodies are stretched closely together and then outside the foundation
Stack log material on the wide top surface and space it with the plate
The outer wall portion is formed upright in an independent state, and the plate-shaped body and the outer
Pour liquefied coating soil into the gap formed by the wall
And leave it to dry to form a clay-coated wall
It is. In addition, in the construction method, the outer wall is set up
Once it is formed, before pouring in the soil, the entire interior surface of the exterior wall
The surface is covered with a sheet for preventing outflow. Ma
Another aspect of the construction method is to support the entire building such as roofs and beams.
The frame structure is supported by pillars, and the outer wall
Widely form the foundation on which to place the foundation,
Also, lay a plate-shaped body that will be the base of
Surrounded by a formwork having a depth equivalent to the thickness of the earthen wall along the body periphery
The mold is filled with hardened soil and slightly pressurized.
The plate-shaped body and the coating soil are formed by removing only the form after pressing
Produce the number of molded soil coatings for the required area and
In the construction, first, the frame
Log material that is independent from the structure of the structure at a distance outside
Are stacked, and according to the progress of the stacking,
The above-mentioned one-piece soil coating is piled up to the top of
Connect the soil surface closely to the indoor surface of the log material and connect it sequentially
At the same time, fix the plate to the structure,
Leave to dry as it is and simultaneously form a clay wall with the outer wall
Is what you do.
【0006】[0006]
【作用】基礎の上に設けた軸組構造の構造体は、それ自
体が屋根や梁の荷重により上下から圧縮作用を受けて軸
内部に反発力を生じるので、これら荷重が丸太組された
外壁部に掛かることはなく、該荷重を支持するように働
く。従って、二階建、三階建の建設や、広い室内空間の
確保に当って、確実な構造計算を可能にする。又、戸
枠、窓枠等の外壁面開口枠を支柱等の構造体から連結す
ることで、外壁面開口枠を構造体が支え、いかにログ材
が収縮しても、戸枠や窓枠に狂いが生じることがなく、
戸締りや窓の開閉が円滑にできるよう作用する。又、構
造体に外壁部をつなぎ材で結合すると、支柱等の構造体
に掛かる水平力を外壁部の分散力が補って、より強く若
しくは筋交を不要にするように働く。外壁部の内側に形
成された土塗壁は、ログ材の隙間を防いで、空気の流通
を閉ざし、又、不燃性の土塗壁は外から熱を受けても、
これを遮断し、燃焼熱の拡散を防いで、酸素及び燃焼熱
の二つの面から延焼の虞を無くすように作用する。その
建築工法は、支柱等の構造体に板状体を着設し、基礎の
上にログ材を積み重ねると、外壁部と板状体との間に間
隙が形成され、そこに土塗壁を流入させれば、自然にロ
グ材と密接状態となる。且つ、その作業もコテ塗り等を
要さず簡単である。その際、外壁部側に流出止用のシー
トを垂らして丸太間にできる隙間を塞ぎ、そこに液状化
した塗土を流入させれば、ログ材相互に隙間が空いてい
る場合にも塗上が洩れだすことがない。更に、もう一つ
の工法である、上塗壁の下地となる板状体を型枠で囲
い、型枠内に塗上を充填して若干加圧状態で押圧後脱型
した一体成型土塗体を用いてログ材の積み重ねと同時的
に上塗壁を形成する方法によれば、その一体成型土塗体
を工場で生産した後に建築現場に搬送することができ、
現場で柱等の構造体に固着して逐次繋ぎ合わせ、一連の
壁材とすることができるので、生産性が高められる。[Function] Provided on the foundationFramed structureIs its own
The body receives compression from above and below due to the load of the roof and beams, and the shaft
These loads are combined in a log because repulsion occurs inside.
It does not hang on the outer wall and works to support the load.
Good. Therefore, two-story, three-story construction, and large indoor space
In securing, it enables reliable structural calculation. Also, door
Frames, window framesOuter wall opening frame for etc.PropStructures such asConcatenate from
By doingOuter wall opening frameToStructureLog material
Even if shrinks, the door frame and window frame do not get out of order,
It works so that doors and windows can be opened and closed smoothly. or,Structure
In the structureOuter wallWhen joining with a binder, PropStructures such as
Of the outer wall compensates for the horizontal force applied to the
Or work to eliminate the need for braces. Shape inside the outer wall
The formed earthen wall prevents the gap between the log materials and allows air to flow.
And the incombustible earthen wall receives heat from the outside,
It blocks this and prevents the diffusion of the heat of combustion,
It works to eliminate the risk of fire spread from the two aspects. That
Building method, pillarStructures such asAttach a plate to the foundation
When log materials are stacked on top, the space between the outer wall and the plate
A gap is formed.
In close contact with the lumber. In addition, the work also ironing
Simple and easy. At that time, on the outer wall sideFor spillC
Hanging the logCan beThe gapClosingLiquefaction there
If the applied soil is allowed to flow, there will be gaps between the log materials.
The coating does not leak even when the coating is applied. And one more
The method of construction,Becomes the base of the coating wallPlateSurrounded by formwork
IIn the formworkDemold after filling with coating and pressing slightly under pressure
ISimultaneous with log material stacking using a single-piece soil coating
Form a topcoat onAccording to the methodOne-piece soil coating
Can be transported to the building site after production at the factory,
Pillar on siteStructures such asTo a series of
Productivity because it can be used as wall materialButHighCan be.
【0007】[0007]
【実施例】以下実施例を図面を基に説明すると、図1に
示す如く、1が基礎で、通常の土台及び支柱の他、本発
明のログ材や土塗壁等の重量が重いので、これを載置す
るため幅広に形成する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to the drawings, the embodiment will now be described with reference to FIG. 1. As shown in FIG. It is formed wide to mount it.
【0008】2が支柱で、下に土台2aを、上に桁2b
を配して、建築物の荷重を柱体が軸方向に受けて、屋根
や階上等を支える軸組構造とする 土台2aは基礎1に
アンカーボルトで緊結し、その土台2aにホゾを刻んで
支柱2を立設し、その上に梁2bをホゾ差し又は羽根板
ボルトにより支柱2の固定する 二階建ての場合は、支
注2又は桁bの上にホゾ差しで固定する。そして、この
支柱2には、図3に示す如く、窓枠又は戸枠等の外壁曲
開口枠3の支持を、ログ材4aの外壁部によらず、支柱
2,2間に(又は間柱2c間に)直接はめ込むか、又
は、支柱2から延設させた支持体に取り付け、いずれも
従来のログハウスの如くログ材の切り抜きから枠組する
ことなく、支柱2からの支持で固定するのが望ましい。
後者の支柱2から延設させた態様を取れば、出窓形式に
することもできる(図示省略)。Reference numeral 2 denotes a support, a base 2a below, and a girder 2b above.
The base 2a is connected to the foundation 1 with anchor bolts, and the mortise is carved on the base 2a. In the case of a two-story building, the beam 2b is fixed with a tenon or a slat bolt, and the beam 2b is fixed with a tenon on the support 2 or the girder b. As shown in FIG. 3, the support 2 has a curved outer wall such as a window frame or a door frame.
The support of the opening frame 3, regardless of the outer wall of the log material 4a, between the struts 2,2 (or between studs 2c) or fitted directly or attached to a support which is extended from the standoff 2, either Also, it is desirable that the support is supported by the column 2 without being framed from the cutout of the log material as in the conventional log house.
By taking the form of extending from the latter column 2, it is possible to use a bay window type (not shown).
【0009】次に、ノッチ部の一部を拡大して示した図
2において、4が、ログ材4aを積み重ねたログハウス
風の外壁部で、ログ材4aはラウンドログ、Dログ、ス
クウエアログ、長四角形ログ等があり、その組み立て方
は、相互の当接面に凹凸を刻んで嵌合させる方法や、上
下にほぞを刻んで補強板を挿し込む方法等何れを問わな
い。又、交差部の組み立ては、ラウンドノッチ、サドル
ノッチ、ウエッジノッチ等通常のログの組み方を用いる
ことができる。そして、この外壁部4のログ材4aに密
接させて土塗壁5を内側に形成するが、その形成の仕方
は、通常土塗り職人が塗付するように、コテで土を押し
つけて、塗壁しても良いが、例えば次の工法にすると職
人の手によらず簡易な作業が可能となる。即ち、図4に
示す如く、先ず、支柱2,2の間に板状体としての下地
板7を打釘等して着設し、次いで、一定間隔約5〜15
mm程度の間隔を保って、ログ材4aを積み重ねて外壁
部4を形成する。そして、この下地板7と外壁部4との
間に空隙部8を設け、ログ材4a同志の隙間を覆うため
のシ−ト9を垂らし、空隙部8内に流動性を与えた土壁
材を吐出機等を用いて流し込む。このとき、下地板7に
は、充填された土塗壁5の乾燥を速めるため、有孔板等
の透湿性の板材を用いるのが望ましい。又、該土塗壁5
には、丸竹等の木舞6を木舞縄で格子状に編んだものを
介設するのが望ましく、土塗壁5を木舞6に絡ませて崩
れにくい状態とする。更に、当該土塗壁5の形成は、次
の工法によることもできる。先ず、90mm程度の正方
形の型枠を用意し、最下段に下地板7を敷き、中に木舞
6を挿入し、そこに塗土を充填して若干加圧状態で成型
したものを工場で作製する。そして、これを建設現場に
持ち込んで、下地板7を間柱を含む柱2に打釘し、正方
形の成型品を逐次繋ぎ合わせて、一連の壁材とする(図
示省略)。このとき、土塗壁5をログ材4aに密接させ
るとは、土壁部5がログ材4aの隙間を埋めるように
し、且つ、土壁による遮熱効果が得られるようにするこ
とを意味する。Next, in FIG. 2 in which a part of the notch portion is enlarged, reference numeral 4 denotes a log house-like outer wall portion in which log materials 4a are stacked, and log materials 4a are round logs, D logs, square logs. And a rectangular log, etc., and the assembling method thereof is not limited to any of a method of forming a concave and convex on the mutual contact surface and fitting the same, and a method of cutting a tenon vertically and inserting a reinforcing plate. In addition, assembling of the intersection can be performed by using a normal log assembling method such as a round notch, a saddle notch, and a wedge notch. Then, the soil coating wall 5 is formed on the inner side in close contact with the log material 4a of the outer wall portion 4. The method of forming the soil coating wall 5 is such that the soil is usually pressed with a trowel and applied by a trowel like a soil coating craftsman. A wall may be used, but, for example, the following construction method enables simple work without the involvement of a craftsman. That is, as shown in FIG. 4, first, a base plate 7 as a plate-like body is attached between the columns 2 and 2 by nailing or the like.
The outer wall portion 4 is formed by stacking the log materials 4a at intervals of about mm. An air gap 8 is provided between the base plate 7 and the outer wall 4, and a sheet 9 for covering the gap between the log materials 4a is hung down to give a fluidity in the air gap 8. Is poured using a discharger or the like. At this time, it is desirable to use a moisture-permeable plate material such as a perforated plate for the base plate 7 in order to speed up drying of the filled earthen wall 5. In addition, the soil coating wall 5
It is desirable to interpose a wooden dance 6 such as a round bamboo that is woven in a lattice shape with a wooden dance rope. Further, the formation of the soil coating wall 5 can be performed by the following method. First, a square formwork of about 90 mm is prepared, a base plate 7 is laid at the lowermost stage, a wooden dance 6 is inserted therein, a coating soil is filled therein and molded under a slightly pressurized state. Make it. Then, this is brought to the construction site, the ground plate 7 is nailed to the pillar 2 including the stud, and the square molded products are sequentially joined to form a series of wall materials (not shown). At this time, bringing the earthen wall 5 into close contact with the log material 4a means that the earth wall portion 5 fills the gap between the log materials 4a and that the heat shielding effect of the earth wall is obtained. .
【0010】そして、この土塗壁5とログ材4aとの密
接を高めるには、図5に示す如く、支柱2を貫通させて
ボルト10aを通し、途中に支柱2に固定した雌ネジ板
10bを配し、ボルト10aの先端に下地板7に接する
当接板10cを当てがった起り装置10を配設すること
ができる。この起り装置10は、ボルト10aの頭を回
転させると、雌ネジ10bを介して螺旋運動で奥に進行
し、当接板10cが下地板7を押圧し、その結果、土塗
壁5をログ材4a側に密接させることができるものであ
る。In order to increase the close contact between the soil coating wall 5 and the log material 4a, as shown in FIG. 5, a bolt 10a is passed through the column 2, and a female screw plate 10b fixed to the column 2 in the middle is provided. And a raising device 10 in which a contact plate 10c that contacts the base plate 7 is applied to the tip of the bolt 10a. When the head of the bolt 10a is rotated, the raising device 10 advances in a spiral motion through the female screw 10b, and the abutment plate 10c presses the base plate 7, and as a result, the soil coating wall 5 It can be brought into close contact with the material 4a side.
【0011】又、上記支柱2と外壁部4とは、支柱が軸
方向の力には強いが水平方向からの力には頗る弱いこと
から、望ましくは、支柱2から延設したつなぎ材11を
外壁部4に伸して、相互に連結を図る。例えば、図6に
示す如く、支柱2からボルト11aを伸設し、ログ材4
aの一部を穿ってナット止め11bし、穿孔した凹部に
埋木を充てて表面を埋める。又は、図7に示す如く、支
柱2とログ材4aとの間に、コの字型金物をつなぎ材と
して挟んで、両者を打釘して連結させる(図7参照)。
この連結は、支柱2の横方向への荷重に対しログ材4a
がこれを補強して筋交の役割を果すようにする。The support 2 and the outer wall 4 are preferably formed by connecting the connecting material 11 extending from the support 2 because the support is strong against the axial force but very weak against the horizontal force. It extends to the outer wall part 4 and aims at mutual connection. For example, as shown in FIG.
Then, a part of a is drilled and a nut is fastened 11b. Alternatively, as shown in FIG. 7, a U-shaped metal piece is sandwiched between the column 2 and the log material 4a as a connecting material, and the two are nailed and connected (see FIG. 7).
This connection is made by the log material 4a against the lateral load of the column 2.
Reinforces it to fulfill the role of bracing.
【0012】次に、本実施例の作用を説明すると、本発
明建築物は屋根、梁等の荷重を外壁をなすログ材が受け
ることがなく、基礎の上に設けた支柱2が、屋根や梁の
荷重から受ける圧縮作用に対し、内部に反発力を生じ
て、軸方向に抗力を発揮し、安定な支持力を得る。そし
て、従来、丸太組み工法が、自然の丸太によりノッチの
寸法が統一せず、下積みと上積みでは軸方向の力がずれ
て、偏芯を起こし易く、構造上の強度計算が確立しない
という欠点を解消する。従って、二階建、三階建の建物
にあっても、構造の計算は支柱を基に計算できるので、
その荷重を受けても堅固な建築物が得られる。又、広い
居間やダイニングル−ムを設計する場合にも、壁材に頼
ることがないので、広い室内空間が確保できる。Next, the operation of the present embodiment will be described. In the building of the present invention, a load such as a roof or a beam is not received by a log material forming an outer wall, and a support pillar 2 provided on a foundation has a roof or a beam. A repulsive force is generated inside against the compressive action received from the load of the beam, and a resistive force is exerted in the axial direction to obtain a stable supporting force. Conventionally, the log assembly method has the disadvantage that the notch size is not unified due to natural logs, the axial force is shifted between lower stacking and upper stacking, eccentricity is likely to occur, and structural strength calculation is not established. To eliminate. Therefore, even in a two-story or three-story building, the structure can be calculated based on the columns,
Even under such load, a solid building can be obtained. Also, when designing a large living room or dining room, a large indoor space can be ensured because it does not rely on wall materials.
【0013】又、窓枠又は戸枠3の支持を支柱から得る
ことで、いかにログ材が収縮しても、戸や窓に狂いが生
じることがない。ログ材は経時的変化が大で、その収縮
率は大きなものでは、40%に達するものもあり、窓の
開閉や戸締りに支障を来していたが、これが円滑に作動
する。Further, by obtaining the support of the window frame or the door frame 3 from the support, no matter how much the log material shrinks, the door or the window does not get out of order. The log material has a large change with time, and its shrinkage is as large as 40%, which hinders the opening and closing of windows and closing of doors, but this works smoothly.
【0014】該支柱2と外壁部4の一部をつなぎ材11
で結合させると、ログ材4aが荷重を面的に支持するの
で、水平方向からの力に対し強い抗力を発揮し、この水
平力に弱い支柱の構造を補強して、筋交を補い又は不要
とする。The connecting member 11 connects the support 2 and a part of the outer wall 4 to each other.
When joined together, the log material 4a supports the load two-dimensionally, so it exerts a strong resistance against the force from the horizontal direction, reinforces the structure of the column weak against this horizontal force, and supplements or eliminates braces And
【0015】次に土塗壁5は二つの作用を有し、一つに
は、酸素の供給を断つ作用を発揮する。即ち、外壁部4
と下地板7との間に不燃材である土塗壁5が密接状態で
介設されるので、もし延焼を受けた場合にも、空気の流
入を断ち、酸素の供給を停止させる。更に、不燃材とし
ての土塗壁5は、延焼の際の熱を受けても、その熱を遮
熱し、周囲及び内部に外から加えられる熱を伝えない。
従って、燃焼条件としての、酸素の供給と燃焼熱の上昇
が抑えられ、構造全体として、延焼に対して強い防炎作
用を発揮する。Next, the clay wall 5 has two functions, one of which functions to cut off the supply of oxygen. That is, the outer wall portion 4
Since the non-combustible earth coating wall 5 is closely interposed between the base plate 7 and the base plate 7, even if a fire spreads, the inflow of air is cut off and the supply of oxygen is stopped. Furthermore, even if it receives the heat at the time of a fire spread, the earth coating wall 5 as a noncombustible material blocks the heat, and does not transmit the heat applied from the outside to the surroundings and the inside.
Therefore, supply of oxygen and an increase in combustion heat as combustion conditions are suppressed, and the entire structure exhibits a strong flameproof action against fire spread.
【0016】そして、その建築工法は、支柱2に板状体
を着設し、基礎の上にログ材4aを積み重ねると、外壁
部4と下地板7との間に空隙部8が形成され、そこに粘
土状又は液状の塗土を充填すれば、外壁部4と下地板7
との狭圧力で、自然にログ材4aと上塗壁5とが密接状
態となる。且つ、その作業もコテ塗り等を要さず簡単で
ある。その際、外壁部4側のログ材4aの裏側にシート
9を垂らして、そこに粘土状又は液状の塗土を充填すれ
ば、柔軟なシート9がログ材の裏側に沿って当てがわ
れ、もしログ材4相互に隙間が空いている場合にも塗土
が洩れだすことがなく、きれいな仕上りとなる。また、
空隙部8内の外壁部側と下地板7側にそれぞれ別のシー
ト9を垂らして、それらのシート9内に液状の塗土を充
填すれば、柔軟なシート9がログ材及び下地板7に沿っ
て当てがわれ、もしログ材4aや下地板7の相互に隙間
が空いている場合にも塗土が洩れだすことがなく、きれ
いな仕上りとなる。更に、もう一つの工法である、土塗
壁の下地となる板状体を型枠で囲い、型枠内に塗土を充
填して若干加圧状態で押圧後脱型した一体成型土塗体を
用いてログ材の積み重ねと同時的に上塗壁を形成する方
法によれば、この一体成型土塗体を工場で生産すること
ができる。その生産の際、加圧が可能なので、木舞6と
塗土とを圧縮させてしっかり絡合させ、強固な土塗壁5
とすることができる。そして、その後に建築現場に搬送
し、建設現場でログ材の積み重ねと同時的に土塗壁を形
成して、一連の壁材とすることができるので、作業が簡
単で生産性が高くなる。なお、ログハウス風建築物の建
設現場における施工の方法については、以上示した工法
だけに限定するものではなく、先に土塗壁を形成してこ
れを追いかけるようにログ材の積み重ねを行なう工程と
するものや、上記一体成型土塗体を利用して、その一体
成型土塗体の施工を先に述べた工程とは逆にログ材の積
み重ねに先行させる方法も可能である。また、一つのロ
グハウス風建築物の中で、外壁の部分部分に異なる方法
を適宜組合せて施工することも可能である。 In the construction method, when a plate-like body is attached to the column 2 and the log material 4a is stacked on the foundation, a gap 8 is formed between the outer wall portion 4 and the base plate 7. If it is filled with clay or liquid soil, the outer wall 4 and the base plate 7
, The log material 4a and the topcoat wall 5 naturally come into close contact with each other. In addition, the work is simple without the need for ironing or the like. At this time, if the sheet 9 is hung on the back side of the log material 4a on the outer wall portion 4 side and is filled with clay-like or liquid coating soil, the flexible sheet 9 is applied along the back side of the log material, Even if there is a gap between the log materials 4, the coating soil does not leak out, and a beautiful finish is obtained. Also,
Separate sheets are provided on the outer wall side and the base plate 7 side in the gap 8 respectively.
, And fill the sheets 9 with liquid soil.
If it is filled, the flexible sheet 9 will follow the log material and the base plate 7
If the log material 4a and the base plate 7
The soil is not leaked even when
It is a bad finish. Furthermore, another method of construction, clay coating
It surrounds the base and comprising a plate-like body wall formwork, integrally molded earth coating material is pressed after demolding in a slightly pressurized state by filling the coated soil into the mold and
According towards <br/> method for forming a stack concurrently with overcoating wall logs material used, it is possible to produce the integrally molded earth coating of this factory. During the production, pressurization is possible, so that the wooden dance 6 and the coated soil are compressed and entangled firmly, and the solid soil coated wall 5 is pressed.
It can be. After that, it is transported to the construction site, where the log material is stacked at the construction site and the clay wall is formed at the same time.
Form, since it can be a series of wall material, the work is simple productivity higher due. In addition, log house-like building
Regarding the construction method at the construction site,
It is not limited only to
The process of stacking log materials to follow
And the above-mentioned one-piece soil coating
Contrary to the process described above, the construction of molded soil
A method that precedes the overlapping is also possible. In addition, one
Different methods for exterior wall parts in ghaus style buildings
It is also possible to carry out the construction by appropriately combining.
【0017】[0017]
【発明の効果】以上の構成に基づく本発明は、不確定な
ログ材の組合せに力学的支えを頼らず、支柱による軸組
構造ができるので、二階建、三階建の高構造物も可能と
なり、広い室内空間が確保できる。又、等の外壁面開口
枠を支柱等の構造体からとれば、経時的な狂いがなく、
戸締りや窓の開閉がスムズに行なえる。更に、外壁部に
防災作用があるので、都市計画区域等に建てても、近隣
からの延焼を受ける虞がない。又、その工法も、ログ材
と土塗壁とが密接状態となり易く、且つ、強固な土塗壁
を効率良く生産できる方法を採ることができる。従っ
て、本発明は、外観はログハウスを呈しつつ、構造的に
は軸組構造による堅固な建築物で、且つ、防災性に秀れ
た建物が得られる有利な発明である。According to the present invention based on the above-described structure, a two-story or three-story high-structure can be provided because a frame structure can be formed by columns without relying on mechanical support for an uncertain combination of log materials. And a large room space can be secured. In addition, the outer wall opening such as
If the frame is taken from a structure such as a pillar, there is no deviation over time,
Doors can be closed and windows can be opened and closed smoothly. Further, since the outer wall portion has a disaster prevention function, there is no possibility that a fire spread from a neighborhood even if it is built in a city planning area or the like. In addition, as the method of construction, it is possible to adopt a method in which the log material and the earthen wall are easily brought into close contact with each other, and a method of efficiently producing a strong earthen wall. Therefore, the present invention is an advantageous invention that can provide a log building with an external appearance, a structurally strong structure with a frame structure, and a building with excellent disaster prevention.
【図1】本発明建築全体の縦断側面図である。FIG. 1 is a vertical sectional side view of the entire building of the present invention.
【図2】本発明建築物のノッチ部の一部縦断平面図であ
る。FIG. 2 is a partially longitudinal plan view of a notch portion of the building of the present invention.
【図3】本発明建築物の窓枠と支柱の支持関係を表す一
部縦断側面図である。FIG. 3 is a partial longitudinal side view showing a support relationship between a window frame and a support of the building of the present invention.
【図4】本発明建築物を表す一部縦断側面図である。FIG. 4 is a partially longitudinal side view showing the building of the present invention.
【図5】本発明建築物の支柱と外壁部との間に起り装置
を施した状態の縦断側面図である。FIG. 5 is a vertical sectional side view showing a state in which a raising device is provided between a column and an outer wall of the building of the present invention.
【図6】本発明建築物の支柱と外壁部との結合を表す一
部縦断側面図である。FIG. 6 is a partially longitudinal side view showing the connection between the column and the outer wall of the building of the present invention.
【図7】本発明建築物の支柱と外壁部との結合を表す一
部縦断側面図である。FIG. 7 is a partially longitudinal side view showing the connection between the column and the outer wall of the building of the present invention.
1 基礎 2 支柱2a 土台 2b 桁 2c 間柱 3 外壁面開口枠 4 外壁部 4a ログ材 5 土塗壁 6 木舞 7 下地板 8 空隙部 9 シート 10 起り装置 10a ボルト 10b 雌ネジ 10c 当接板 11 つなぎ材 11a ボルト 11b ナット Reference Signs List 1 foundation 2 support 2a base 2b girder 2c stud 3 outer wall opening frame 4 outer wall 4a log material 5 earthen wall 6 wood dance 7 base plate 8 gap 9 sheet 10 raising device 10a bolt 10b female screw 10c abutment plate 11 connection Material 11a Bolt 11b Nut
Claims (7)
組構造とし、その外壁面において、その軸組構造の構造
体から外側に間隔を置いて独立状態にログ材を積み重ね
た外壁部を形成し、その外壁部を構成するログ材の室内
側表面に密接させて土塗壁を形成したことを特徴とする
ログハウス風建物。1. A frame structure for supporting a whole building such as a roof and a beam with a support, and a structure of the frame structure on an outer wall surface thereof.
Log materials are stacked independently at intervals outside the body
Of the log material that forms the outer wall
A log house-like building characterized by forming an earthen wall close to the side surface .
組構造とし、その外壁面において、その軸組構造の構造
体の外側に土塗壁の下地となる板状体を張設し、その板
状体から外側に間隔を置いて独立状態にログ材を積み重
ねた外壁部を形成し、その外壁部と前記板状体と間に形
成された間隙内に前記外壁部を構成するログ材の室内側
表面に密接させて土塗壁を形成したことを特徴とするロ
グハウス風建物。2. A frame structure for supporting the whole building such as a roof and a beam with a support, and the structure of the frame structure on the outer wall surface.
On the outside of the body, a plate-like body that serves as the foundation of the earthen wall is stretched, and the board is
Forming an outer wall portion in which log materials are stacked independently at an interval from the outside to the outside, and forming a shape between the outer wall portion and the plate-like body.
Inside of the log material constituting the outer wall portion within the gap formed
A log house-like building characterized by forming an earthen wall close to the surface .
た請求項1乃至2のうちいずれか1項記載のログハウス
風建築物。3. A structure as claimed in claim were coupled with ties and a log member 1 to the log house style building according to any one of the two.
求項1乃至3のうちいずれか1項記載のログハウス風建
築物。4. 請 obtain the support of the outer wall surface opening frame from the structure
The log house-like building according to any one of claims 1 to 3 .
組構造とし、その外壁面において、あらかじめ土台を載
せる基礎を外側に幅広く形成しておき、まず構造体の外
面に土塗壁の下地となる板状体を相互に密接状態に張設
し、次ぎに前記基礎の外側幅広上面にログ材を積み重ね
て前記板状体と間隔を置いて独立状態に外壁部を立設形
成し、前記板状体と前記外壁部とで形成された間隙に液
状化させた塗土を流し込んで充填し、そのまま放置乾燥
させて土塗壁を形成することを特徴とするログハウス風
建築物の建築工法。5. A shaft for supporting the entire structure such as a roof or a beam with a column.
The base is mounted on the outer wall in advance.
The foundation to be formed is formed widely on the outside, and
Plates that serve as the foundation of the earthen wall are stretched closely together on the surface
Then, log materials are stacked on the outer wide upper surface of the foundation, and the outer wall portion is erected independently from the plate-like body at an interval.
Form, the liquid in the gap formed between the plate-like body and the outer wall
Pour and fill the shaped soil, and leave to dry
Construction methods of the log house style building and forming the difference was in Donurikabe.
み前に、外壁部の室内側全表面を流出止用のシートで被
覆して成る請求項5のログハウス風建築物の建築工法。6. When the outer wall is formed upright, pouring of the soil is performed.
Cover the entire interior surface of the exterior wall with a sheet to prevent outflow.
The construction method for a log house-like building according to claim 5, wherein the building is overturned .
組構造とし、その外壁面において、あらかじめ土台を載
せる基礎を外側に幅広く形成しておき、また、水平に土
塗壁の下地となる板状体を敷いてその板状体固縁に沿っ
て土塗壁塗厚相当の深さを有する型枠で囲い、その型枠
内に硬練りの塗土を充填し、若干加圧状態で押圧後型枠
のみを脱型してできる板状体と塗土の一体成型土塗体を
所用面積分の個数を製作しておき、壁面の施工において
は、まず、前記基礎の外側幅広上面に軸組構造の構造体
から外側に間隔を置いて独立状態にログ材を積み重ねて
行き、その積み重ねの進捗に合わせて、ログ材の最上部
まで、前記一体成型土塗体を前記積み重ねログ材の室内
側表面にその土塗面を密接させて逐次繋ぎ合わせるとと
もにその板状体を構造体に固定して行き、そのまま放置
乾燥させて外壁部と同時的に土塗壁を形成することを特
徴とするログハウス風建築物の建築工法。7. A shaft for supporting a whole building such as a roof or a beam with a column.
The base is mounted on the outer wall in advance.
A wide foundation is formed on the outside, and
Along the plate-like body solid edge and have laid the plate body serving as a base of the coated wall
With a mold having a depth equivalent to the thickness of the earthen wall,
Filling the hard kneading of the paint soil within, pressing after formwork in a slightly pressurized state
An integrally molded soil coating of a plate-shaped body and soil that can be made by removing only
Produce the required number of areas for wall construction
First, the structure of the frame structure on the outer wide upper surface of the foundation
Log material in a stand-alone state with an interval from the outside to the outside
Go to the top of the log as the stack progresses
Up to the room of the log material
When the soil-coated surface is brought into close contact with the side surface,
Fix the plate to the structure and leave it as it is
A construction method for a log house-like building, characterized in that a soil coating wall is formed simultaneously with an outer wall portion by drying .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3177666A JP2582009B2 (en) | 1991-06-22 | 1991-06-22 | Log house style building and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3177666A JP2582009B2 (en) | 1991-06-22 | 1991-06-22 | Log house style building and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0579097A JPH0579097A (en) | 1993-03-30 |
| JP2582009B2 true JP2582009B2 (en) | 1997-02-19 |
Family
ID=16034986
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3177666A Expired - Lifetime JP2582009B2 (en) | 1991-06-22 | 1991-06-22 | Log house style building and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2582009B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20180073958A (en) * | 2016-12-23 | 2018-07-03 | 주식회사 포스코 | Apparatus of wind guide for factory type yard and this method |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0740922U (en) * | 1993-12-27 | 1995-07-21 | 山水機械株式会社 | A landscape-assembled machine-installed building using logs |
| JP6940845B2 (en) * | 2017-02-01 | 2021-09-29 | 株式会社タロ・インターナショナル | Log house and log house assembly kit |
| JP6981688B2 (en) * | 2020-04-17 | 2021-12-17 | 株式会社 エコファクトリー | building |
-
1991
- 1991-06-22 JP JP3177666A patent/JP2582009B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20180073958A (en) * | 2016-12-23 | 2018-07-03 | 주식회사 포스코 | Apparatus of wind guide for factory type yard and this method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0579097A (en) | 1993-03-30 |
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