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JP2012246743A - Log house - Google Patents

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JP2012246743A
JP2012246743A JP2011132671A JP2011132671A JP2012246743A JP 2012246743 A JP2012246743 A JP 2012246743A JP 2011132671 A JP2011132671 A JP 2011132671A JP 2011132671 A JP2011132671 A JP 2011132671A JP 2012246743 A JP2012246743 A JP 2012246743A
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log house
bolt
wall
lifting
log
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Keigo Yoneda
慶五 米田
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ASUNARO KENSETSU KK
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ASUNARO KENSETSU KK
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Abstract

PROBLEM TO BE SOLVED: To allow a log house in the finished product state to be swiftly lifted, transported, installed, and placed.SOLUTION: A log house is provided to have a reinforcing structure in which an end face of a wall member is covered by a reinforcing member that is provided with a through bolt for lifting the log house, and a lifting member such as a crane is connected to this through bolt, thereby allowing the log house to be lifted in the finished product state.

Description

本発明は柱状の木材を組み合わせて建築するログハウスを完成品の状態でクレーン等により吊り上げ移動でき、運搬車両への積載、目的地への運搬、据え付け・設置を迅速にできることが可能な強固な構造のログハウスに関するものである。  The present invention is a robust log house constructed by combining columnar timber, which can be lifted and moved by a crane or the like in a finished product, and can be quickly loaded onto a transport vehicle, transported to a destination, installed and installed. Concerning the log house of structure.

従来柱状木材の組み合わせのみによって壁を含む木造家壁を造るログハウスでは、例えば丸太材の周面の一部を、隣接する丸太材の周面と適合し又は嵌合し合うように、円弧状の凹部を形成して壁部として積み重ねるものや、さらにこれを予め所定径の柱状丸太に切削形成しているもの、或いは丸太の隣接し合う周面を角型断面の凹凸に形成して該凹凸を重ね合わせる構造のものが知られている。また同様に柱状角材の断面の一辺を互いに凹凸に形成してこれを重ね合わせることにより一体的な壁構造を形成する方法も知られている。これらは、木材を横向きに積み上げてそれぞれのログ部材をダボを打ち込んで連結するか、通しボルトで固定する方法であり、その工法ゆえに、部材の運搬が、現地での手作り施工が主流となり、価格的にも、工場で完成までの作業をすべて行う場合と比較するとかなり高価なログハウスになり、使用目的もセカンドハウスか営業用施設が一般的である。このように、柱状木材を積層して壁材や仕切材を製作するようにしていたが、一般的に特許文献1に見られるように木質材同士の食い込みによる嵌め合いで積層する構造にされているだけのものが多く、これらを完成品の状態でクレーン等により吊り上げ移動ができなく、運搬車両への積載、目的地への運搬、据え付け・設置を迅速にすることはできないものであった。  In a conventional log house where a wooden house wall including a wall is formed only by a combination of columnar timber, for example, a part of the circumferential surface of a log is arc-shaped so that it fits or fits with the circumferential surface of an adjacent log. Are formed as wall portions, or are formed by cutting them into columnar logs of a predetermined diameter in advance, or the adjacent circumferential surfaces of the logs are formed into irregularities in a square cross section. The structure of superimposing the two is known. Similarly, there is also known a method of forming an integral wall structure by forming one side of a cross section of a columnar square member into an uneven shape and superimposing them. These are the methods of stacking timber horizontally and connecting each log member by driving dowels or fixing them with through-bolts. As a result, the log house is considerably more expensive than the case where all the work up to completion is performed at the factory, and the purpose of use is generally a second house or a business facility. In this way, wall materials and partition materials were produced by stacking columnar timber, but generally, as seen in Patent Document 1, it is structured to be laminated by fitting by wood material biting in. In many cases, these can not be lifted and moved by a crane or the like in a finished product, so that they cannot be loaded on a transport vehicle, transported to a destination, installed, and installed quickly.

特許第3734079号公報Japanese Patent No. 3734079

上記の特許文献1に例示されるなど、従来柱状木材の組み合わせのみによって壁を含む木造家壁を造るログハウスは、木質材同士の食い込みによる嵌め合いで積層する構造にされているだけのものが多く、これらを完成品の状態でクレーン等による吊り上げ移動ができなく、運搬車両への積載、目的地への運搬、据え付け・設置を迅速にすることはできないものであった。これらの課題を解決するために本発明は、木材の間伐材利用を促進するためにも、従来の工法によるログハウスでは限られている利用目的を、工場にて完成させたログハウスをクレーン等により吊り上げ、完成品の状態で運搬車両に積載し、目的地への運搬、現地での据え付け、設置を容易に可能にすることにより、ログハウスを安価に提供してその活用を大幅に促進することである。  The log house which makes a wooden house wall including a wall only by the combination of columnar timbers, such as exemplified in the above-mentioned Patent Document 1, has only a structure in which it is laminated by fitting between wood materials. In many cases, these cannot be lifted and moved by a crane or the like in a finished product, so that they cannot be loaded onto a transport vehicle, transported to a destination, installed, and installed quickly. In order to solve these problems, the present invention is intended to promote the use of thinned timber, and the purpose of use is limited in log houses by conventional construction methods. It can be lifted and loaded on a transport vehicle in the finished product state, and can be transported to the destination, installed on site, and installed easily, thereby providing log houses at low cost and greatly promoting their use. That is.

本発明は上記の課題を解決するもので、まず第一に、ログハウスの壁部材を構成するのに、横長の柱状木材を複数段に積層して形成される壁部材の端面を、縦長方向に断面凹字形状の補強部材で被覆する形態にして該補強部材で複数段の柱状木材を一体的に連結補強する壁部材ユニットに構成すると共に、ログハウスの各隅部に立設する柱部材の壁取付面に、縦方向の凹溝部を形成し、該凹溝部に前記壁部材ユニットの補強部材を差し込み位置させて、かつ該補強部材を柱部材に連結ボルトで一体的に固定して壁部材ユニットを柱部材に取り付けるように構成し、更に、前記補強部材の上下に上部の横桁と下部の基礎部材への通しボルトを着脱自在に取り付けるようにして、該上下の通しボルトで補強部材を介して壁部材ユニットを一体的に固定するように構成してログハウスを完成させるように構成し、完成したログハウスを吊り上げる時には、通しボルトと吊り上げ部材を連繋するようにして、ログハウスを吊り上げ可能に構成したことを特徴とするログハウスにしたものである。
第二に、横桁の上部に突出する通しボルトに吊り部材を係止させ、該吊り部材にクレーン等の吊り上げ部材を係合して、通しボルトと吊り上げ部材を連繋するようにして、ログハウスを吊り上げ可能に構成したことを特徴とするログハウスにしたものである。
第三に、前記横桁の上部に突出する通しボルトの上方に位置する屋根部材に開閉自在の蓋部材を設けた開口部を設け、該蓋部材を開口した開口状態の開口部を介してクレーン等の吊り上げ部材を通しボルトに係合するようにしたことを特徴とするログハウスにしたものである。
第四に、屋根部材の端部下方に位置する横桁の前後方向端部に、延長桁部材を重合位置させて横桁に着脱可能に一体的に固定させ、屋根部材の端部からはみ出して、前後方向に突出する形態に延長桁部材を位置させて、屋根部材より外方に突出した延長桁部材の端部にクレーン等の吊り上げ部材を巻き掛けることにより、通しボルトと吊り上げ部材を連繋するようにして、ログハウスを吊り上げ可能に構成したことを特徴とするログハウスにしたものである。
The present invention solves the above-mentioned problems. First of all, to constitute a wall member of a log house, an end face of a wall member formed by laminating horizontally long columnar timbers in a plurality of stages is arranged in a longitudinal direction. The wall member unit is formed so as to be covered with a reinforcing member having a concave cross-sectional shape and is integrally connected and reinforced with a plurality of columns of columnar wood with the reinforcing member, and the column member is erected at each corner of the log house A vertical groove is formed on the wall mounting surface of the wall, the reinforcing member of the wall member unit is inserted into the groove, and the reinforcing member is integrally fixed to the column member with a connecting bolt. The member unit is configured to be attached to the column member, and further, the upper and lower cross beams and the through bolts to the lower base member are detachably attached to the upper and lower sides of the reinforcing member, and the reinforcing members are attached by the upper and lower through bolts. The wall member unit is integrated through The log house can be lifted by connecting a through bolt and a lifting member when lifting the completed log house. It is a log house.
Secondly, the suspension member is locked to a through bolt protruding from the upper part of the cross beam, and a lifting member such as a crane is engaged with the suspension member so that the through bolt and the lifting member are connected to each other. This is a log house characterized in that it can be lifted.
Third, an opening provided with a lid member that can be freely opened and closed is provided on the roof member positioned above the through bolt protruding above the cross girder, and the crane is opened through the opening in the open state in which the lid member is opened. A log house is characterized in that a lifting member such as the like is engaged with a through bolt.
Fourthly, the extension girder member is overlapped at the front and rear direction end of the cross beam located below the end of the roof member and fixed integrally to the cross beam so as to be detachable, and protrudes from the end of the roof member. The extension girder member is positioned in a form protruding in the front-rear direction, and the through bolt and the lifting member are linked by winding a lifting member such as a crane around the end of the extension girder member protruding outward from the roof member. In this way, the log house is characterized in that the log house can be lifted.

上記構成により、第一に、横長の柱状木材4Aを複数段に積層して形成される壁部材の端面を締め付けビス4Cで一体的に設けられる補強部材4Bで補強することにより壁部材の強度を増して、かつ柱部材2への取り付けを簡便にして、しかも柱部材の凹溝部に差し込むことにより、更に強度アップを図る構成にしている。そして、強度アップに寄与している補強部材4Bを有効に活用して上方の通しボルト4Gを設け、この通しボルトにクレーン等の吊り上げ部材Rを連繋させるようにすることで、ログハウスRHを完成品の状態でクレーン等により吊り上げ移動でき、運搬車両への積載、目的地への運搬、据え付け・設置を迅速にできる効果を奏するものである。
また、第二に、補強部材で一体的に構成した壁部材ユニットを柱部材に強固に取り付けると共に、該補強部材を利用した通しボルトに吊り上げ部材を連繋係合することにより完成した状態のログハウスを吊り上げることができて、完成品の状態で運搬車両に積載し、目的地への運搬据え付けを可能にできる効果を奏するものである。
さらに、第三に、屋根部材の蓋部材を開閉する作業により、通しボルトを利用した吊り上げができる仕組みとなるので、ログハウスを完成品の状態で運搬車両に積載し、目的地への運搬据え付けを更に迅速にすることが可能にできる効果を奏するものである。
第四には、横桁に延長桁部材を着脱自在に重合して装着することにより、この延長桁部材を利用して補強部材を利用した通しボルトに吊り上げ部材を連繋係合することにより、完成した状態のログハウスを吊り上げることができて完成品の状態で運搬車両に積載し、目的地への運搬据え付けを可能にできる効果を奏するものである。
With the above configuration, first, the strength of the wall member is increased by reinforcing the end surface of the wall member formed by laminating the horizontally long columnar wood 4A in a plurality of stages with the reinforcing member 4B provided integrally with the tightening screw 4C. In addition, the mounting to the column member 2 is simplified, and the strength is further increased by inserting the column member 2 into the recessed groove portion. The log member RH is completed by effectively using the reinforcing member 4B that contributes to increasing the strength and providing an upper through bolt 4G and connecting the lifting member R such as a crane to the through bolt. The product can be lifted and moved by a crane or the like in the state of goods, and it has the effect of being able to load on a transport vehicle, transport to a destination, install and install quickly.
Second, the log house in a completed state by firmly attaching the wall member unit integrally formed with the reinforcing member to the column member and connecting the lifting member to the through bolt using the reinforcing member. Can be lifted and loaded on a transport vehicle in the state of a finished product, and the transport installation to the destination can be achieved.
Thirdly, the mechanism that allows lifting using the through-bolts by opening and closing the lid member of the roof member, the log house is loaded on the transport vehicle in the finished product state, and transported to the destination There is an effect that makes it possible to further speed up the process.
Fourthly, the extension girder member is detachably overlapped and attached to the horizontal girder, and by using this extension girder member, the lifting member is continuously engaged with the through bolt using the reinforcing member, thereby completing. The log house can be lifted and loaded on a transport vehicle in a finished product state, and the transport can be installed at the destination.

本発明に係るログハウスの組み付け状態を示す概略分解斜視図である。It is a general | schematic disassembled perspective view which shows the assembly | attachment state of the log house which concerns on this invention. 柱部材と壁部材ユニットの連結を示す要部の平断面図である。It is a plane sectional view of the important section showing connection of a column member and a wall member unit. 前後壁部材ユニットの構成を示す概略分解斜視図である。It is a schematic exploded perspective view which shows the structure of the front-and-back wall member unit. 左右横壁部材ユニットの構成を示す概略分解斜視図である。It is a general | schematic disassembled perspective view which shows the structure of a left-right horizontal wall member unit. 上部の通しボルトに吊り部材を取り付ける説明図である。It is explanatory drawing which attaches a suspension member to an upper through-bolt. 屋根部材の開口部を通してログハウス吊り上げる作用説明斜視図である。It is an operation explanation perspective view which lifts a log house through an opening of a roof member. 屋根部材の開口部を通してログハウス吊り上げる作用説明側断面図である。It is action description side sectional drawing which lifts a log house through the opening part of a roof member.

本発明の実施形態を図面に基づいて説明する。図1は、間伐材などを利用した木質部材からなるログハウスRHの組み付け状態を示す概略分解斜視図であり、基礎部材1の四隅に柱部材2が縦方向に立設されていて、該柱部材2の壁取付面には、ほぞ加工による欠ぎ込みを施した縦方向の凹溝部2Aが形成されている。そして、ログハウスRHの壁部材を構成するのに、横長の柱状木材3Aを各々が一般的なログハウス構成により上下が嵌合結合するようにして複数段に積層して形成される壁部材の端面を、縦長方向に断面凹字形状の補強部材3Bで被覆する形態にして該補強部材3Bで複数段の柱状木材3Aを締め付けビス3Cで一体的に連結補助して補強することにより端面を補強部材3Bで保護した前後壁部材ユニット3と、横長の柱状木材4Aを各々が一般的なログハウス構成により上下が嵌合結合するようにして複数段に積層して形成される壁部材の端面を、縦長方向に断面凹字形状の補強部材4Bで被覆する形態にして該補強部材4Bで複数段の柱状木材4Aを締め付けビス4Cで一体的に連結補助して補強することにより端面を補強部材4Bで保護し、かつ上部に横桁部材4Dを取り付けた左右横壁部材ユニット4とで構成される。
そして、これら前後壁部材ユニット3、3の補強部材3B、3Bと、左右横壁部材ユニット4、4の補強部材4B、4Bを、四隅の柱部材2、2、2、2に形成されている、縦方向の各凹溝部2Aに、図1の下向き矢印に示す方向の上方より下方に向かって差し込むことにより、ログハウスRHの柱部材2に、前後壁部材ユニット3、3と、左右横壁部材ユニット4、4を取り付けることができて、屋根部材を除くログハウスRHの大部分を完成させることが容易にできる。
Embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a schematic exploded perspective view showing an assembled state of a log house RH made of a wood member using thinned wood or the like, and column members 2 are erected in the vertical direction at four corners of the base member 1. On the wall mounting surface of the member 2, a vertical groove 2 </ b> A that is notched by mortise processing is formed. And in order to comprise the wall member of log house RH, the wall member formed by laminating | stacking horizontally long columnar timber 3A in multiple steps | paragraphs so that each may be fitted and connected by the general log house structure The end face is reinforced by covering the end face with a reinforcing member 3B having a concave cross section in the longitudinal direction, and reinforcing and reinforcing the multi-stage columnar wood 3A with the fastening screw 3C. The end face of the wall member formed by laminating the front and rear wall member unit 3 protected by the member 3B and the horizontally long columnar wood 4A in a plurality of stages so that the upper and lower sides are fitted and joined by a general log house configuration. Further, the reinforcing member 4B is formed by covering with a reinforcing member 4B having a concave-shaped cross section in the longitudinal direction, and reinforcing the reinforcing member 4B by integrally connecting and reinforcing a plurality of columnar timbers 4A with fastening screws 4C. so Mamoru was, and composed of the left and right lateral wall member unit 4 attached to the crossbeam member 4D at the top.
The reinforcing members 3B and 3B of the front and rear wall member units 3 and 3 and the reinforcing members 4B and 4B of the left and right lateral wall member units 4 and 4 are formed in the pillar members 2, 2, 2, and 2 at the four corners. By inserting into each of the concave grooves 2A in the vertical direction from the upper side to the lower side in the direction indicated by the downward arrow in FIG. 1, the front and rear wall member units 3 and 3 and the left and right side wall member units are connected to the column member 2 of the log house RH. 4 and 4 can be attached, and most of the log house RH excluding the roof member can be easily completed.

図2は、柱部材2と壁部材ユニット3、4の連結を示す要部の平断面図が示されており、各補強部材3B、4Bに柱部材2を貫通する通しボルト5、5の基端部を、各補強部材3B、4Bに予め溶接固定されたナット5A、5Aにねじ込み固定し、該通しボルト5、5の柱部材から突出する先端部に締め付けナット5B、5Bをねじ込み柱部材2と壁部材ユニット3、4を補強部材3B、4Bを介して連結するものである。
図3は、前後壁部材ユニット3の構成を示すもので、この例では窓M付きの形態を示している。窓Mの小口には、短尺の補強部材MAが嵌められて締め付けビスMBで取り付けられている。そして、横長の柱状木材3Aを各々が一般的なログハウス構成により上下が嵌合結合するようにして複数段に積層して形成される壁部材の端面に設けられる補強部材3Bの下方に基礎部材1を貫通する基礎ボルト3Dが取り付けられ、この基礎ボルト3Dを基礎部材1の下方からナット3E締めすることで前後壁部材ユニット3を基礎部材1に取り付け固定できるようになっている。
図4は、左右横壁部材ユニット4の構成を示すもので、この例では窓M付きの形態を示している。窓Mの小口には、短尺の補強部材MAが嵌められて締め付けビスMBで取り付けられている。そして、横長の柱状木材4Aを各々が一般的なログハウス構成により上下が嵌合結合するようにして複数段に積層して形成される壁部材の端面に設けられる補強部材4Bの下方に基礎部材1の通し孔1Aを貫通する基礎ボルト4Eが取り付けられ、この基礎ボルト4Eを基礎部材1の下方からナット4F締めすることで左右横壁部材ユニット4を基礎部材1に取り付け固定できるようになっている。また、補強部材4Bの上方に横桁4Dの通し孔4DAを貫通する通しボルト4Gが取り付けられ、この基礎ボルト4Gを横桁4Dの上方からナット4H締めすることで左右横壁部材ユニット4の上方に横桁4Dを一体的に取り付け固定できるようになっている。
FIG. 2 is a plan cross-sectional view of the main part showing the connection between the column member 2 and the wall member units 3, 4, and the bases of through bolts 5, 5 penetrating the column member 2 in the reinforcing members 3 B, 4 B are shown. The end portions are screwed and fixed to nuts 5A and 5A which are preliminarily welded and fixed to the reinforcing members 3B and 4B. And wall member units 3 and 4 are connected via reinforcing members 3B and 4B.
FIG. 3 shows a configuration of the front and rear wall member unit 3, and in this example, a form with a window M is shown. A short reinforcing member MA is fitted into the small edge of the window M and attached with a tightening screw MB. A base member is provided below the reinforcing member 3B provided on the end surface of the wall member formed by laminating the horizontally long columnar wood 3A in a plurality of stages so that the upper and lower sides are fitted and joined by a general log house configuration. A base bolt 3D penetrating 1 is attached, and the front and rear wall member unit 3 can be attached and fixed to the base member 1 by tightening the base bolt 3D from below the base member 1 with a nut 3E.
FIG. 4 shows the structure of the left and right lateral wall member unit 4, and in this example, a form with a window M is shown. A short reinforcing member MA is fitted into the small edge of the window M and attached with a tightening screw MB. And the base member below the reinforcement member 4B provided in the end surface of the wall member formed by laminating the horizontally long columnar wood 4A in a plurality of stages so that the upper and lower sides are fitted and joined by a general log house configuration. A base bolt 4E penetrating through one through hole 1A is attached, and the left and right lateral wall member unit 4 can be attached and fixed to the base member 1 by tightening the base bolt 4E from below the base member 1 with a nut 4F. . Further, a through bolt 4G penetrating the through hole 4DA of the cross beam 4D is attached above the reinforcing member 4B, and the foundation bolt 4G is tightened with a nut 4H from above the cross beam 4D to be above the left and right horizontal wall member unit 4. The cross beam 4D can be integrally attached and fixed.

図5は、上部の通しボルト4Gに吊り部材Tを取り付ける説明図である。
横長の柱状木材4Aを複数段に積層して形成される壁部材の端面を締め付けビス4Cで一体的に設けられる補強部材4Bの上方に横桁4Dの通し孔4DAを貫通する通しボルト4Gが取り付けられ、この基礎ボルト4Gを横桁4Dの上方からナット4H締めすることで左右横壁部材ユニット4の上方に横桁4Dを一体的に取り付け固定できるようになっているもので、通しボルト4Gはその下端を補強部材4Bに直接溶接しても良く、また、図5のようにクレーン等の吊り上げ部材R溶接固定したナット4Nにねじ込み固定しても良い。通しボルト4Gを溶接すると溶接の影響を受ける恐れがあるが補強部材4Bに溶接固定したナット4Nにねじ込み固定すれば、通しボルト4Gが保有するボルト本来の強度を保てる利点がある。
この通しボルト4Gの先端部に吊り部材Tを螺着する。該吊り部材Tは、その下端にナット部TNが形成され、上端に環状部THが設けられており、ナット部TNを通しボルト4Gの先端部にねじ込むことにより吊り部材Tを螺着することができ、環状部THにワイヤーロープや布ロープ部材などからなるクレーン等の吊り上げ部材Rを係合するようにすることができる。
横桁4Dの上部に突出する四本の通しボルト4Gの上方に位置する屋根部材6には、スライドレール6Cに沿って開閉自在にされる蓋部材6Bを設けた開口部6Aをそれぞれに設け、該蓋部材6Bを開放位置に開口した開口状態で、開口部6Aを介してクレーン等の吊り上げ部材Rを下方に通して、四本の吊り部材Tにそれぞれに引っ掛けて通しボルト4Gに係合するようにして、クレーン等の吊り上げ部材RでログハウスRH全体を持ち上げることができる。
FIG. 5 is an explanatory diagram for attaching the suspension member T to the upper through bolt 4G.
A through bolt 4G penetrating the through hole 4DA of the cross beam 4D is attached above the reinforcing member 4B integrally provided with the fastening screw 4C at the end face of the wall member formed by laminating the horizontally long columnar wood 4A in a plurality of stages. The base bolt 4G can be integrally attached and fixed above the left and right horizontal wall member units 4 by tightening the nut 4H from above the cross beam 4D. The lower end may be directly welded to the reinforcing member 4B, or may be screwed and fixed to a nut 4N fixed by a lifting member R such as a crane as shown in FIG. If the through bolt 4G is welded, it may be affected by welding, but if it is screwed and fixed to the nut 4N welded and fixed to the reinforcing member 4B, there is an advantage that the original strength of the through bolt 4G can be maintained.
The suspension member T is screwed to the tip of the through bolt 4G. The suspension member T is formed with a nut portion TN at the lower end and an annular portion TH at the upper end, and the suspension member T can be screwed by being screwed into the tip end portion of the bolt 4G through the nut portion TN. The lifting member R such as a crane made of a wire rope or a cloth rope member can be engaged with the annular portion TH.
The roof member 6 positioned above the four through bolts 4G protruding above the cross beam 4D is provided with an opening 6A provided with a lid member 6B that can be opened and closed along the slide rail 6C. With the lid member 6B opened to the open position, the lifting member R such as a crane is passed downward through the opening 6A and hooked on the four suspension members T to engage with the through bolts 4G. In this way, the entire log house RH can be lifted by the lifting member R such as a crane.

図6、および図7は、屋根部材6の開口部6Aを通してログハウスRH全体を吊り上げる作用説明図である。屋根部材6の開口部6Aは、蓋部材6Bの下降スライド操作により開口され、上昇復帰のスライド操作により閉鎖されるもので、これらの開閉操作は人為的にワンタッチ操作されるので便利である。
なお、図6、図7に示すように屋根部材6端部下方に位置する横桁4Dの前後方向端部に、延長桁部材Zを重合位置させて横桁4Dに着脱可能な状態にロープP等で縛り付けて一体的に固定させ、屋根部材の端部からはみ出して、前後方向に突出する形態に延長桁部材Zを位置させて、屋根部材6より外方に突出した延長桁部材Zの端部にクレーン等の吊り上げ部材Rを巻き掛けることにより、完成した状態のログハウスRHを吊り上げることができる。この場合には、通しボルト4Gは、横桁4Dを介してクレーン等の吊り上げ部材Rに連繋されることになる。ログハウスRHを完成品の状態でクレーン等により吊り上げ移動し、運搬車両への積載、目的地への運搬、据え付け・設置した後では、延長桁部材Zを横桁4Dから取り外すものである。
FIG. 6 and FIG. 7 are explanatory diagrams of the action of lifting the entire log house RH through the opening 6 </ b> A of the roof member 6. The opening 6A of the roof member 6 is opened by a downward slide operation of the lid member 6B and is closed by a slide operation of the upward return. These open / close operations are conveniently performed by one touch operation.
As shown in FIGS. 6 and 7, the rope P is placed in a state in which the extension girder member Z is overlapped at the front and rear direction end of the cross beam 4D located below the end of the roof member 6 so as to be detachable from the cross beam 4D. The end of the extension beam member Z protruding outward from the roof member 6, with the extension beam member Z positioned so as to protrude from the end of the roof member and project in the front-rear direction. The log house RH in a completed state can be lifted by winding a lifting member R such as a crane around the part. In this case, the through bolt 4G is linked to a lifting member R such as a crane via the cross beam 4D. The log house RH is lifted and moved by a crane or the like in the state of a finished product, and after being loaded on a transport vehicle, transported to a destination, installed and installed, the extension beam member Z is removed from the cross beam 4D.

このように、横長の柱状木材4Aを複数段に積層して形成される壁部材の端面を締め付けビス4Cで一体的に設けられる補強部材4Bで補強することにより壁部材の強度を増して、かつ柱部材2への取り付けを簡便にして、しかも柱部材の凹溝部に差し込むことにより、更に強度アップを図る補強構造に構成にしている。そして、強度アップに寄与している補強部材4Bを有効に活用して上方の通しボルト4Gを設け、この通しボルトにクレーン等の吊り上げ部材Rを連繋させるようにすることで、前後壁部材ユニット3や、左右横壁部材ユニット4に吊り上げ時の荷重負担が掛からないようにして基礎部材1から全体を持ち上げる形態にして、ログハウスRHを完成品の状態でクレーン等により吊り上げ移動でき、運搬車両への積載、目的地への運搬、据え付け・設置を迅速にすることができるものである。したがって、一旦設置したログハウスRHの移動、運搬、据付も迅速にできるので震災地対応の緊急用仮設住宅施設としても、コスト安価に便利に提供できるものである。  Thus, the strength of the wall member is increased by reinforcing the end face of the wall member formed by laminating the horizontally long columnar wood 4A in a plurality of stages with the reinforcing member 4B provided integrally with the fastening screw 4C, and The reinforcing structure is designed to further increase the strength by simply attaching to the column member 2 and inserting it into the concave groove of the column member. The reinforcing member 4B that contributes to increasing the strength is effectively used to provide an upper through bolt 4G, and a lifting member R such as a crane is connected to the through bolt, whereby the front and rear wall member unit 3 Alternatively, the log house RH can be lifted and moved by a crane or the like in the state of a finished product so that the load is not applied to the left and right lateral wall member unit 4 so as to be lifted from the foundation member 1 and can be moved to a transport vehicle. Loading, transporting to the destination, installation and installation can be done quickly. Therefore, since the log house RH once installed can be moved, transported, and installed quickly, it can be conveniently provided at a low cost as an emergency temporary housing facility for an earthquake disaster area.

従来のログハウスは、現地での組み立て工数などに手間が掛かり、一般的に高価格のものが多くて使用目的も設置固定されるセカンドハウスか営業用施設などに限られる傾向にあったが、本発明によれば、工場で効率的に量産したログハウスを完成品の状態で所望現地に運搬提供できるので、トータル的にコスト安価に提供することが可能となり、工事の状況により頻繁に設置移動が求められる工事用現場事務所施設や、低価格を求められる一般的な住宅の離れ家、受験勉強室、物置などに利用でき、更には震災地対応の緊急用仮設住宅施設としても大いに利用が可能である。また、本発明の工法は単に運搬車両に積載する大きさのログハウスのみでなく、柱の数を増やして壁を組み合わせて施工することによりどんな大きさにも対応でき、建築原価を下げることにも貢献する。  Conventional log houses have a tendency to be limited to second houses or sales facilities where the assembly man-hours etc. at the site take time and are generally high-priced and the purpose of use is also fixed. According to the present invention, a log house that has been mass-produced efficiently at a factory can be transported and provided to a desired site in the state of a finished product, so that it can be provided at a low cost on a total basis, and it can be moved frequently depending on the construction situation. It can be used as a construction site office facility for which construction is required, a general home away from home where a low price is required, an examination study room, a storeroom, etc. Is possible. In addition, the construction method of the present invention is not only a log house of a size that can be loaded on a transport vehicle, but also can be adapted to any size by increasing the number of pillars and combining walls to reduce the construction cost. Also contribute.

RH ログハウス
1 基礎部材
2 下側殻部材
3 前後壁部材ユニット
4 左右横壁部材ユニット
5 通しボルト
6 屋根部材
RH log house 1 foundation member 2 lower shell member 3 front and rear wall member unit 4 left and right lateral wall member unit 5 through bolt 6 roof member

Claims (4)

ログハウスの壁部材を構成するのに、横長の柱状木材を複数段に積層して形成される壁部材の端面を、縦長方向に断面凹字形状の補強部材で被覆する形態にして該補強部材で複数段の柱状木材を一体的に連結補強する壁部材ユニットに構成すると共に、ログハウスの各隅部に立設する柱部材の壁取付面に、縦方向の凹溝部を形成し、該凹溝部に前記壁部材ユニットの補強部材を差し込み位置させて、かつ該補強部材を柱部材に連結ボルトで一体的に固定して壁部材ユニットを柱部材に取り付けるように構成し、更に、前記補強部材の上下に上部の横桁と下部の基礎部材への通しボルトを着脱自在に取り付けるようにして、該上下の通しボルトで補強部材を介して壁部材ユニットを一体的に固定するように構成してログハウスを完成させるように構成し、完成したログハウスを吊り上げる時には、通しボルトと吊り上げ部材を連繋するようにして、ログハウスを吊り上げ可能に構成したことを特徴とするログハウス。  To constitute the wall member of a log house, the end face of the wall member formed by laminating horizontally long columnar timber in a plurality of stages is covered with a reinforcing member having a concave cross section in the longitudinal direction. The wall member unit is configured to integrally connect and reinforce a plurality of steps of columnar timber, and a vertical groove is formed on the wall mounting surface of the column member standing at each corner of the log house. The reinforcing member of the wall member unit is inserted and positioned in the groove, and the reinforcing member is integrally fixed to the column member with a connecting bolt, and the wall member unit is attached to the column member. A through bolt to the upper cross girder and the lower base member is detachably attached to the upper and lower sides of the wall, and the wall member unit is fixed integrally with the upper and lower through bolts via the reinforcing member. To complete the log house Configured, when lifting the finished log house, so as to interlocking member lifting the through bolts, log houses, characterized in that it has configured to be able to lift the log house. 横桁の上部に突出する通しボルトに吊り部材を係止させ、該吊り部材にクレーン等の吊り上げ部材を係合して、通しボルトと吊り上げ部材を連繋するようにして、ログハウスを吊り上げ可能に構成したことを特徴とする請求項1に記載のログハウス。  It is possible to lift the log house by locking the suspension member to the through bolt protruding from the upper part of the cross beam and engaging the lifting member such as a crane with the suspension member so that the through bolt and the lifting member are connected. The log house according to claim 1, wherein the log house is configured. 前記横桁の上部に突出する通しボルトの上方に位置する屋根部材に開閉自在の蓋部材を設けた開口部を設け、該蓋部材を開口した開口状態の開口部を介してクレーン等の吊り上げ部材を通しボルトに係合するようにしたことを特徴とする請求項1、2に記載のログハウス。  A roof member positioned above the through bolt protruding above the cross beam is provided with an opening provided with a lid member that can be freely opened and closed, and a lifting member such as a crane is provided through the opening in the open state in which the lid member is opened. The log house according to claim 1, wherein the log house is engaged with a bolt. 屋根部材の端部下方に位置する横桁の前後方向端部に、延長桁部材を重合位置させて横桁に着脱可能に一体的に固定させ、屋根部材の端部からはみ出して、前後方向に突出する形態に延長桁部材を位置させて、屋根部材より外方に突出した延長桁部材の端部にクレーン等の吊り上げ部材を巻き掛けることにより、通しボルトと吊り上げ部材を連繋するようにして、ログハウスを吊り上げ可能に構成したことを特徴とする請求項1に記載のログハウス。  At the front and rear end of the cross beam located below the end of the roof member, the extension girder member is overlapped and fixed to the cross girder so as to be detachable, and protrudes from the end of the roof member in the front and rear direction. By positioning the extension beam member in a protruding form and wrapping a lifting member such as a crane around the end of the extension beam member protruding outward from the roof member, the through bolt and the lifting member are connected, The log house according to claim 1, wherein the log house is configured to be liftable.
JP2011132671A 2011-05-27 2011-05-27 Log house Withdrawn JP2012246743A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5920748B1 (en) * 2015-04-13 2016-05-18 仁 尾形 Wooden building structure
JP2018028251A (en) * 2016-08-17 2018-02-22 大輔 西坂 Seismic storage shelter
CN111549933A (en) * 2020-05-13 2020-08-18 中冶交投善筑成都装配式建筑科技发展有限公司 Low-rise prefabricated building structure adopting full-dry type connection and assembling method
JP2021050601A (en) * 2021-01-06 2021-04-01 株式会社フェニックスホーム Wood for log house

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5920748B1 (en) * 2015-04-13 2016-05-18 仁 尾形 Wooden building structure
JP2018028251A (en) * 2016-08-17 2018-02-22 大輔 西坂 Seismic storage shelter
CN111549933A (en) * 2020-05-13 2020-08-18 中冶交投善筑成都装配式建筑科技发展有限公司 Low-rise prefabricated building structure adopting full-dry type connection and assembling method
JP2021050601A (en) * 2021-01-06 2021-04-01 株式会社フェニックスホーム Wood for log house
JP7169690B2 (en) 2021-01-06 2022-11-11 株式会社アールシーコア wood for log house

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