JP7445220B2 - Truss frame for lifting wooden houses - Google Patents

Truss frame for lifting wooden houses Download PDF

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JP7445220B2
JP7445220B2 JP2021088790A JP2021088790A JP7445220B2 JP 7445220 B2 JP7445220 B2 JP 7445220B2 JP 2021088790 A JP2021088790 A JP 2021088790A JP 2021088790 A JP2021088790 A JP 2021088790A JP 7445220 B2 JP7445220 B2 JP 7445220B2
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vertical member
truss
chord
frame
wooden house
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JP2022160972A (en
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龍夫 高橋
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株式会社高橋監理
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本発明は、台風等の自然災害における河川の氾濫等において住宅の浸水や破損を防ぐため、既存の木造住宅を安定させた状態で吊上げ高床式住宅に改造するための木造住宅用固定フレームに関するものである。 The present invention relates to a fixed frame for a wooden house for remodeling an existing wooden house into a raised-floor house in a stable state in order to prevent the house from being flooded or damaged due to river flooding caused by natural disasters such as typhoons. It is.

近年、大型台風により河川が氾濫して住宅等の床上まで浸水するという被害が多発している。
さらに、増水した河川の水により下水が逆流してマンホール等から下水が噴き出し住宅内部に浸水するという水害も発生している。
In recent years, large typhoons have caused rivers to overflow, resulting in frequent damage to houses, where water reaches above the floor level.
In addition, flood damage occurs in which sewage flows back up due to rising river water, causing sewage to gush out from manholes and flood the interiors of homes.

このような住宅への浸水被害を事前に抑制するためには、
(1)敷地を盛土し、宅地の地盤を高くしたうえで住宅を建築する。
(2)住宅の周囲にコンクリートを打設して擁壁(型枠にコンクリートを打ち込み形成した壁や、コンクリートブロックを使用した壁状の構造物)を構築すると共に、敷地の出入口(門扉)に洪水等の水害が発生した場合に備えて土のう、防水シート、止水装置等を設置する。
これまでは、このような対策が行われてきた。
In order to prevent such flooding damage to houses in advance,
(1) Build a house after embanking the site and raising the ground of the residential lot.
(2) Construct a retaining wall by pouring concrete around the house (a wall formed by pouring concrete into a formwork or a wall-like structure using concrete blocks), and at the same time as building a retaining wall at the entrance (gate) of the site. Install sandbags, waterproof sheets, water stop devices, etc. in case of floods or other water damage.
Until now, such measures have been taken.

しかしながら、上記のような水害対策をしていても、市町村が作成した洪水ハザードマップで表示した特別警戒水位以上の高さの水が押し寄せ、住宅の1階部分まで浸水したといった事例も数多く報告されている。 However, even with the above flood prevention measures in place, there have been many reported cases where the first floor of a house was flooded with water that was higher than the special warning water level indicated on the flood hazard map created by the municipality. ing.

そこで、本出願人は、特許文献1に記載された「高床工法」を発明し出願した。この発明によれば、既存の木造住宅を2階以上の高さに吊上げるための住宅嵩上げ工法において、土台の下の基礎に複数の架台用穴を開けると共に、木造住宅の全ての土台を同時に支え吊上げることが出来るように基礎コンクリートに成形した架台用穴に複数の架台用H型鋼を挿入し、木造住宅を囲うように、その出隅に複数本の引上用鋼材を建て、架台用H型鋼の両端の上面に、それぞれ吊上用H型鋼を載せ、架台用H型鋼の上側のフランジと吊上用H型鋼の下側のフランジをフランジ固定金具で固定し、吊上用H型鋼に滑車を取り付けると共に、引上用H型鋼の上部に滑車を取り付け、滑車に取り付けたワイヤーロープを巻取機で巻き取ることにより木造住宅を吊上げることが可能になった。
特願2020-120931
Therefore, the present applicant invented and applied for the "elevated floor construction method" described in Patent Document 1. According to this invention, in a house raising method for hoisting an existing wooden house to a height of two or more stories, multiple mounting holes are drilled in the foundation below the foundation, and all the foundations of the wooden house are simultaneously lifted. To enable support and lifting, multiple H-beams for the trestle were inserted into holes for the trestle formed in the foundation concrete, and multiple steel rods for the trestle were erected at the projecting corners to surround the wooden house. Place the H-shaped steel for lifting on the upper surface of both ends of the H-shaped steel, fix the upper flange of the H-shaped steel for the pedestal and the lower flange of the H-shaped steel for lifting with flange fixing fittings, and then attach them to the H-shaped steel for lifting. It became possible to hoist a wooden house by attaching a pulley to the top of the H-shape lifting steel and winding up the wire rope attached to the pulley with a winder.
Patent application 2020-120931

しかしながら、本出願人が出願した特許文献1の発明においては、架台用H型鋼の両端の上面に載せた吊上用H型鋼で木造住宅の全ての荷重を支えるため、大きくて頑丈な吊上用H型鋼が必要となり、洪水等の水が押し寄せてくる可能性のある川沿いの狭い敷地の密集した住宅地で、隣家との狭い敷地の間に長くて重い吊上用H型鋼を搬入して設置するには多くの問題があった。 However, in the invention of Patent Document 1 filed by the present applicant, the entire load of the wooden house is supported by the lifting H-shaped steel placed on the upper surface of both ends of the H-shaped steel for the trestle. H-shaped steel is required, and in a densely populated residential area with narrow lots along a river where there is a possibility of flood water flooding in, a long and heavy H-shaped steel for lifting is carried between the narrow lots of neighboring houses. There were many problems with the installation.

本発明は、かかる課題を解決するためになされたもので、木造住宅を吊上げるための吊上用フレームを軽量で横巾が狭いトラス形で構成することにより、隣家の建物との隙間が狭い住宅地においても複数の作業員により設置することができる木造住宅吊上げ用フレームを提供することを課題とする。 The present invention was made to solve this problem, and by constructing a lifting frame for hoisting a wooden house in a truss shape that is lightweight and has a narrow width, the gap between the building and the neighboring building is narrow. An object of the present invention is to provide a frame for hoisting a wooden house that can be installed by a plurality of workers even in residential areas.

かかる課題を解決するため、請求項1に記載の発明は、既存の木造住宅を吊上げるため、木造住宅の土台の下部に複数本の架台用H型鋼を挿入し木造住宅を安定させた状態で吊上げるための木造住宅固定用フレームにおいて、平行弦トラスで構成した複数個の平行弦トラス形骨組みを木造住宅を取り囲むように配置し、隣り合う平行弦トラス形骨組みの上弦材と下弦材の端部をトラス固定金具で固定すると共に、木造住宅の土台の下部にフランジを上下に位置して挿入した複数本の架台用H型鋼を、前記平行弦トラス形骨組みの第1の垂直材、又は第2の垂直材、又は第3の垂直材のウェブ面と下弦材が直角に交わる角部に固定したことを特徴とする。 In order to solve this problem, the invention as claimed in claim 1 provides a method for hoisting an existing wooden house by inserting a plurality of H-beams for frames into the lower part of the foundation of the wooden house and stabilizing the wooden house. In a frame for fixing a wooden house for hoisting, a plurality of parallel chord truss frames made of parallel chord trusses are arranged to surround the wooden house, and the ends of the upper and lower chord members of the adjacent parallel chord truss frames are arranged to surround the wooden house. At the same time, a plurality of H-beams for frames are inserted into the lower part of the foundation of the wooden house with flanges positioned vertically, and the parts are fixed with truss fixing fittings. It is characterized in that it is fixed at a corner where the web surface of the second vertical member or the third vertical member and the lower chord intersect at a right angle.

請求項2に記載の発明は、請求項1に記載の構造に加え、平行弦トラス形骨組みは、上弦材と下弦材を同一規格のH型鋼で成形し互いのウェブ面を向き合うように配置すると共に、上弦材と下弦材に固定する第1の垂直材、第2の垂直材、第3の垂直材と、第1の斜材、第2の斜材、第3の斜材と、方杖を同一規格の溝形鋼で成形し、上弦材と下弦材の一方の端部に第1の垂直材の上端部と下端部を直角に固定し、さらに第1の垂直材と隣り合う第2の垂直材と第3の垂直材を同一間隔で上弦材と下弦材に直角に固定し、さらに他方の下弦材の端部と隣に位置する第3の垂直材と上弦材が当接する角部に第3の斜材を固定し、前記第3の斜材のウェブの中央と上弦材の端部を方杖で固定したことを特徴とする。 In addition to the structure described in claim 1, the invention according to claim 2 provides a structure in which the parallel chord truss-shaped frame has an upper chord member and a lower chord member formed from H-shaped steel of the same standard and arranged so that their web surfaces face each other. In addition, a first vertical member, a second vertical member, a third vertical member, a first diagonal member, a second diagonal member, a third diagonal member, and a cane are fixed to the upper chord member and the lower chord member. are formed from channel steel of the same standard, the upper and lower ends of the first vertical member are fixed at right angles to one end of the upper chord member and the lower chord member, and the second vertical member adjacent to the first vertical member is fixed at right angles to one end of the upper chord member and the lower chord member. A vertical member and a third vertical member are fixed at right angles to the upper chord member and the lower chord member at the same interval, and the corner portion where the third vertical member located next to the end of the other lower chord member and the upper chord abuts A third diagonal member is fixed to the third diagonal member, and the center of the web of the third diagonal member and the end of the upper chord member are fixed with a brace.

請求項3に記載の発明は、請求項1又は2に記載の構造に加え、上弦材と下弦材を同一長さで成形し、前記上弦材と下弦材に対して第1の垂直材、第2の垂直材、第3の垂直材と、第1の斜材、第2の斜材、第3の斜材と、方杖をコの字面が同一方向に向くように固定したことを特徴とする。 In addition to the structure described in claim 1 or 2, the invention according to claim 3 is characterized in that the upper chord member and the lower chord member are formed to have the same length, and the upper chord member and the lower chord member are provided with a first vertical member and a first vertical member. The second vertical member, the third vertical member, the first diagonal member, the second diagonal member, the third diagonal member, and the cane are fixed so that their U-shaped surfaces face in the same direction. do.

請求項4に記載の発明は、請求項1乃至3のいずれか1項に記載の構造に加え、架台用H型鋼の下部のフランジに成形した穴と、下弦材の上側の2枚のフランジの間に埋め込むように固定したH型鋼固定プレートに成形した穴を重ねてボルトを挿入し、架台用H型鋼の下部のフランジと下弦材をボルトとナットで固定すると共に、架台用H型鋼の上部のフランジ上面と、第1の垂直材、又は第2の垂直材、又は第3の垂直材のウェブ面が直角に交わる角部にL字形に成形したL形H型鋼固定プレートを配置し、架台用H型鋼の上部のフランジに成形した穴と第1の垂直材、又は第2の垂直材、又は第3の垂直材のウェブに成形した側面固定穴にL形H型鋼固定プレートのそれぞれの面に成形した2箇所の穴を重ねてボルトを挿入し、架台用H型鋼の上部のフランジと第1の垂直材、又は第2の垂直材、又は第3の垂直材をボルトとナットで固定したことを特徴とする。 In addition to the structure described in any one of claims 1 to 3, the invention according to claim 4 includes a hole formed in the lower flange of the H-shaped steel for the frame and two flanges on the upper side of the lower chord member. Insert bolts into the holes formed in the H-shaped steel fixing plates that are embedded in between, and fix the lower flange and bottom chord of the H-shaped steel for the pedestal with bolts and nuts. An L-shaped H-shaped steel fixing plate formed into an L-shape is placed at the corner where the upper surface of the flange and the web surface of the first vertical member, the second vertical member, or the third vertical member intersect at right angles. A hole formed in the upper flange of the H-shaped steel and a side fixing hole formed in the web of the first vertical member, second vertical member, or third vertical member on each side of the L-shaped H-shaped steel fixing plate. Bolts were inserted into the two formed holes overlapping each other, and the upper flange of the H-shaped steel for the frame and the first vertical member, second vertical member, or third vertical member were fixed with bolts and nuts. It is characterized by

請求項5に記載の発明は、請求項1乃至4のいずれか1項に記載の構造に加え、平行弦トラス形骨組みの第1の垂直材、第2の垂直材、第3の垂直材のフランジに複数個のトラス固定用穴を成形し、本発明の木造住宅吊上げ用トラス形フレームを吊上げるため、油圧式木造住宅吊上げ装置のローラーチェーン先端部に取り付けたU字形吊上げ金物に成形した複数個のトラス固定穴と、平行弦トラス形骨組みの第1の垂直材、又は第2の垂直材、又は第3の垂直材のフランジに成形した複数個のトラス固定用穴を重ねてボルトとナットで固定したことを特徴とする。 In addition to the structure described in any one of claims 1 to 4, the invention according to claim 5 includes the structure of the first vertical member, the second vertical member, and the third vertical member of the parallel chord truss type frame. A plurality of truss fixing holes are formed in the flange, and a plurality of holes are formed into a U-shaped lifting hardware attached to the tip of a roller chain of a hydraulic wooden house lifting device in order to lift the truss-shaped frame for lifting a wooden house of the present invention. A number of truss fixing holes and a plurality of truss fixing holes formed in the flanges of the first vertical member, the second vertical member, or the third vertical member of the parallel chord truss frame are overlapped, and bolts and nuts are attached. It is characterized by being fixed with.

請求項1に記載の発明によれば、既存の木造住宅を吊上げるため、木造住宅の土台の下部に複数本の架台用H型鋼を挿入し木造住宅を安定させた状態で吊上げるための木造住宅固定用フレームにおいて、平行弦トラスで構成した複数個の平行弦トラス形骨組みを木造住宅を取り囲むように配置し、隣り合う平行弦トラス形骨組みの上弦材と下弦材の端部をトラス固定金具で固定すると共に、木造住宅の土台の下部にフランジを上下に位置して挿入した複数本の架台用H型鋼を、前記平行弦トラス形骨組みの第1の垂直材、又は第2の垂直材、又は第3の垂直材のウェブ面と下弦材が直角に交わる角部に固定したことにより、隣家との隙間が狭い土地においても、木造住宅吊上げ用トラス形フレームを設置することが可能になった。 According to the invention set forth in claim 1, in order to lift an existing wooden house, a plurality of H-beams for frames are inserted into the lower part of the foundation of the wooden house, and the wooden house is lifted in a stable state. In a frame for fixing a house, multiple parallel chord truss frames made of parallel chord trusses are arranged to surround a wooden house, and the ends of the upper and lower chord members of the adjacent parallel chord truss frames are fixed using truss fixing metal fittings. At the same time, a plurality of H-shaped steel beams for frames are inserted into the lower part of the foundation of the wooden house with flanges positioned vertically, and the first vertical member or the second vertical member of the parallel chord truss type frame, Or, by fixing it to the corner where the web surface of the third vertical member and the bottom chord intersect at right angles, it is now possible to install a truss-shaped frame for hoisting a wooden house even on land where there is a narrow gap with the neighboring house. .

請求項2に記載の発明によれば、平行弦トラス形骨組みは、上弦材と下弦材を同一規格のH型鋼で成形し互いのウェブ面を向き合うように配置すると共に、上弦材と下弦材に固定する第1の垂直材、第2の垂直材、第3の垂直材と、第1の斜材、第2の斜材、第3の斜材と、方杖を同一規格の溝形鋼で成形し、上弦材と下弦材の一方の端部に第1の垂直材の上端部と下端部を直角に固定し、さらに第1の垂直材と隣り合う第2の垂直材と第3の垂直材を同一間隔で上弦材と下弦材に直角に固定し、さらに他方の下弦材の端部と隣に位置する第3の垂直材と上弦材が当接する角部に第3の斜材を固定し、前記第3の斜材のウェブの中央と上弦材の端部を方杖で固定したことにより、建築面積の異なる大小の既存の木造住宅に対しても、同一形状をした複数個の平行弦トラス形骨組みを結合させることにより対応することが出来るようになると共に、隣家の建物との隙間が狭い木造住宅の場合でも複数の作業員により木造住宅吊上げ用トラス形フレームを簡単に設置することが可能で、さらに同一形状の鋼材を用いて平行弦トラス形骨組みを製作することにより、平行弦トラス形骨組みを誰でも容易に組み立てることが可能になった。 According to the invention set forth in claim 2, in the parallel chord truss frame, the upper chord member and the lower chord member are formed from H-shaped steel of the same standard and are arranged so that their web surfaces face each other, and the upper chord member and the lower chord member are The first vertical member, second vertical member, third vertical member to be fixed, first diagonal member, second diagonal member, third diagonal member, and cane are made of channel steel of the same standard. The upper and lower ends of the first vertical member are fixed at right angles to one end of the upper chord member and the lower chord member, and the second vertical member and the third vertical member adjacent to the first vertical member are Fix the members at right angles to the upper and lower chord members at the same intervals, and then fix the third diagonal member at the corner where the upper chord touches the third vertical member located next to the end of the other lower chord member. However, by fixing the center of the web of the third diagonal member and the end of the upper chord member with a brace, it is possible to install multiple parallel diagonal members of the same shape even for existing wooden houses of different sizes and construction areas. By joining string truss frames together, it becomes possible to cope with the problem, and even in the case of a wooden house with a narrow gap between it and a neighboring building, the truss frame for hoisting a wooden house can be easily installed by multiple workers. Furthermore, by manufacturing parallel chord truss frames using steel materials of the same shape, it has become possible for anyone to easily assemble parallel chord truss frames.

請求項3に記載の発明によれば、上弦材と下弦材を同一長さで成形し、前記上弦材と下弦材に対して第1の垂直材、第2の垂直材、第3の垂直材と、第1の斜材、第2の斜材、第3の斜材と、方杖をコの字面が同一方向に向くように固定したことにより、同一部材を使って製造することにより、製造現場のミスを防止し誰でも簡単に平行弦トラス形骨組みを組み立てることが可能になった。 According to the invention described in claim 3, the upper chord material and the lower chord material are formed to have the same length, and the first vertical member, the second vertical member, and the third vertical member are formed with respect to the upper chord material and the lower chord material. By fixing the first diagonal member, the second diagonal member, the third diagonal member, and the cane so that the U-shaped surfaces face the same direction, manufacturing is possible by using the same members. This prevents on-site mistakes and allows anyone to easily assemble a parallel string truss frame.

請求項4に記載の発明によれば、架台用H型鋼の下部のフランジに成形した穴と、下弦材の上側の2枚のフランジの間に埋め込むように固定したH型鋼固定プレートに成形した穴を重ねてボルトを挿入し、架台用H型鋼の下部のフランジと下弦材をボルトとナットで固定すると共に、架台用H型鋼の上部のフランジ上面と、第1の垂直材、又は第2の垂直材、又は第3の垂直材のウェブ面が直角に交わる角部にL字形に成形したL形H型鋼固定プレートを配置し、架台用H型鋼の上部のフランジに成形した穴と第1の垂直材、又は第2の垂直材、又は第3の垂直材のウェブに成形した側面固定穴にL形H型鋼固定プレートのそれぞれの面に成形した2箇所の穴を重ねてボルトを挿入し、架台用H型鋼の上部のフランジと第1の垂直材、又は第2の垂直材、又は第3の垂直材をボルトとナットで固定したことにより、木造住宅の土台の下部に挿入した架台用H型鋼を簡単に平行弦トラス形骨組みに固定することが可能になった。 According to the invention described in claim 4, the hole formed in the lower flange of the H-shaped steel for the frame and the hole formed in the H-shaped steel fixing plate fixed so as to be embedded between the upper two flanges of the lower chord member. Insert bolts and fix the lower flange of the H-shaped steel for the frame and the lower chord member with bolts and nuts, and also connect the top surface of the upper flange of the H-shaped steel for the frame to the first vertical member or the second vertical member. An L-shaped H-shaped steel fixing plate formed into an L-shape is placed at the corner where the web surfaces of the third vertical member intersect at right angles, and the hole formed in the upper flange of the H-shaped steel for the frame and the first vertical Insert bolts into the side fixing holes formed in the web of the L-shaped H-shaped steel fixing plate, overlapping the two holes formed on each side of the L-shaped H-shaped steel fixing plate, and then insert the bolts into the side fixing holes formed in the web of the second vertical member or the third vertical member. An H-shaped steel for a frame inserted into the lower part of the foundation of a wooden house by fixing the upper flange of the H-shaped steel and the first vertical member, second vertical member, or third vertical member with bolts and nuts. It is now possible to easily fix the structure to a parallel string truss frame.

請求項5に記載の発明によれば、平行弦トラス形骨組みの第1の垂直材、第2の垂直材、第3の垂直材のフランジに複数個のトラス固定用穴を成形し、本発明の木造住宅吊上げ用トラス形フレームを吊上げるため、油圧式木造住宅吊上げ装置のローラーチェーン先端部に取り付けたU字形吊上げ金物に成形した複数個のトラス固定穴と、平行弦トラス形骨組みの第1の垂直材、又は第2の垂直材、又は第3の垂直材のフランジに成形した複数個のトラス固定用穴を重ねてボルトとナットで固定したことにより、既存の木造住宅を安定した状態で吊上げることが可能になった。 According to the invention described in claim 5, a plurality of truss fixing holes are formed in the flanges of the first vertical member, the second vertical member, and the third vertical member of the parallel chord truss type frame, and the present invention In order to lift a truss-shaped frame for lifting a wooden house, a plurality of truss fixing holes formed in the U-shaped lifting hardware attached to the tip of the roller chain of the hydraulic wooden house lifting device and the first hole of the parallel chord truss-shaped frame are used. By stacking multiple truss fixing holes formed in the flange of the vertical member, the second vertical member, or the third vertical member and fixing them with bolts and nuts, the existing wooden house can be kept in a stable state. It became possible to lift it.

以下、この発明の実施の形態について説明する。 Embodiments of this invention will be described below.

図1乃至図10には、この発明の実施の形態を示す。 1 to 10 show embodiments of this invention.

図1は、一点鎖線で示す木造住宅1と、前記木造住宅1の下部の土台3と基礎コンクリート4を実線で示すと共に、基礎コンクリート4に土台3を下から支え木造住宅1を吊上げるための架台用H型鋼6(図2で示す)を挿入するための複数個の基礎コンクリート凹部5(開口寸法は架台用H型鋼6の寸法に合わせて概ね縦300mm、横150mm)を開口し、さらに木造住宅1を取り囲むように複数個の平行弦トラス形骨組み2を配置した状態を示す。 FIG. 1 shows a wooden house 1 indicated by a dashed line, a foundation 3 at the bottom of the wooden house 1 and a foundation concrete 4 shown in solid lines, and a structure for supporting the foundation 3 from below on the foundation concrete 4 to lift the wooden house 1. A plurality of foundation concrete recesses 5 (opening dimensions are approximately 300 mm long and 150 mm wide in accordance with the dimensions of the H-shaped steel 6 for the pedestal) are opened for inserting the H-shaped steel 6 for the pedestal (shown in Figure 2), and then the wooden structure is A state in which a plurality of parallel chord truss-shaped frames 2 are arranged to surround a house 1 is shown.

図2は、図1で説明した基礎コンクリート4に開口した複数個の基礎コンクリート凹部5に架台用H型鋼6を挿入した状態を示す。架台用H型鋼6は土台3を下から支えて木造住宅1を安定した状態で吊上げるためのH型鋼で、基礎コンクリート4に開口した基礎コンクリート凹部5に架台用H型鋼6(H型鋼の寸法は、縦300mm、横150mm、ウェブ厚さ6.5mm、フランジ厚さ9mm、長さは木造住宅の建築面積と土台位置により異なる)を挿入した状態を示す。なお、架台用H型鋼6は図5で示すように両端を平行弦トラス形骨組み2に固定させるため、基礎コンクリート4の外面より概ね200mm外側にせり出した状態で設置させる。 FIG. 2 shows a state in which the H-shaped steel 6 for the frame is inserted into a plurality of foundation concrete recesses 5 opened in the foundation concrete 4 explained in FIG. The H-type steel for the frame 6 is an H-type steel for supporting the foundation 3 from below and lifting the wooden house 1 in a stable state. 300 mm long, 150 mm wide, web thickness 6.5 mm, flange thickness 9 mm, the length varies depending on the construction area of the wooden house and the position of the foundation) is inserted. In addition, as shown in FIG. 5, the H-shaped steel 6 for the pedestal is installed in a state in which it protrudes approximately 200 mm outward from the outer surface of the foundation concrete 4 in order to fix both ends to the parallel chord truss frame 2.

図3は、図1、図2で説明した平行弦トラス形骨組み2を斜視図と分解図で示す。図3aは図1、図2で説明した平行弦トラス形骨組み2を斜視図で示すと共に、図3bでは図3aで示した平行弦トラス形骨組み2を分解図で示す。平行弦トラス形骨組み2は、上弦材13と下弦材21を同一形状のH型鋼(高さ100mm、フランジ巾100mm、フランジ厚さ8mm、ウェブ厚さ6mm、長さ2730mmのH型鋼)で成形し、互いのウェブ面を向き合うように上下に平行に配置すると共に、上弦材13、下弦材21を固定するための第1の垂直材9、第1の斜材25、第2の垂直材26、第2の斜材27、第3の垂直材28、第3の斜材29、方杖30を同一規格の溝形鋼(ウェブ巾100mm、フランジ巾50mm、厚さ5mm)で成形し、第1の垂直材9、第2の垂直材26、第3の垂直材28の長さは、共に700mm、第1の斜材25、第2の斜材27、第3の斜材29の長さは、フランジとウェブの何れの対辺においても共に1052mm、方杖30の長さはフランジ先端部で476mm、ウェブ面が525mmで成形される。 FIG. 3 shows the parallel chord truss frame 2 described in FIGS. 1 and 2 in a perspective view and an exploded view. FIG. 3a shows a perspective view of the parallel chord truss frame 2 described in FIGS. 1 and 2, and FIG. 3b shows an exploded view of the parallel chord truss frame 2 shown in FIG. 3a. The parallel chord truss frame 2 is made by forming the upper chord member 13 and the lower chord member 21 with H-shaped steel of the same shape (H-shaped steel with a height of 100 mm, a flange width of 100 mm, a flange thickness of 8 mm, a web thickness of 6 mm, and a length of 2730 mm). , a first vertical member 9, a first diagonal member 25, a second vertical member 26, arranged vertically in parallel so that their web surfaces face each other, and for fixing the upper chord member 13 and the lower chord member 21. The second diagonal member 27, third vertical member 28, third diagonal member 29, and cane 30 are formed from channel steel of the same standard (web width 100 mm, flange width 50 mm, thickness 5 mm). The lengths of the vertical members 9, second vertical members 26, and third vertical members 28 are all 700 mm, and the lengths of the first diagonal members 25, second diagonal members 27, and third diagonal members 29 are The length of the rod 30 is 476 mm at the flange tip, and the web surface is 525 mm.

このように成形した下弦材21の一方の端部69に巾84mm、長さ175mm、厚さ9mmの平板鋼板で成形した第1のH型鋼固定プレート71を左右のフランジ上端部の間に埋め込むように固定すると共に、さらに下弦材21の端部69から885mm離れたフランジ上端部に巾84mm、長さ200mm、厚さ9mmの平板鋼板で成形した第2のH型鋼固定プレート73を下弦材21のフランジ上端部の間に埋め込むように固定し、さらに下弦材21の端部69から1795mm離れたフランジ上端部に巾84mm、長さ200mm、厚さ9mmの平板鋼板で成形した第3のH型鋼固定プレート19を下弦材21のフランジ上端部の間に埋め込むように固定し、つづいて下弦材21のフランジ上端部の他方の端部70に巾84mm、長さ25mm、厚さ9mmの平板鋼板で成形した補強プレート75をフランジ上端部の間に埋め込むように固定し、このように下弦材21に固定した第1のH型鋼固定プレート71の端部69から158mm離れた左右中央部に直径14mmの穴72を成形すると共に、さらに端部69から1068mm離れた第2のH型鋼固定プレート73の左右中央部に直径14mmの穴74を成形し、さらに端部69から1978mm離れた第3のH型鋼固定プレート19の左右中央部に直径14mmの穴20を成形した状態を示す。 A first H-shaped steel fixing plate 71 formed from a flat steel plate with a width of 84 mm, a length of 175 mm, and a thickness of 9 mm is embedded in one end 69 of the lower chord member 21 formed in this way between the upper ends of the left and right flanges. At the same time, a second H-shaped steel fixing plate 73 formed from a flat steel plate with a width of 84 mm, a length of 200 mm, and a thickness of 9 mm is attached to the upper end of the flange 885 mm away from the end 69 of the lower chord member 21. A third H-shaped steel fixed by being embedded between the upper ends of the flange and formed from a flat steel plate with a width of 84 mm, a length of 200 mm, and a thickness of 9 mm is fixed at the upper end of the flange 1795 mm away from the end 69 of the lower chord member 21. The plate 19 is fixed so as to be embedded between the upper ends of the flanges of the lower chord member 21, and then a flat steel plate with a width of 84 mm, a length of 25 mm, and a thickness of 9 mm is formed on the other end 70 of the upper end of the flange of the lower chord member 21. The reinforcing plate 75 is fixed so as to be embedded between the upper ends of the flange, and a hole with a diameter of 14 mm is formed in the left and right center part 158 mm away from the end 69 of the first H-shaped steel fixing plate 71 fixed to the lower chord member 21 in this way. At the same time, a hole 74 with a diameter of 14 mm is formed in the left and right center of the second H-shaped steel fixing plate 73, which is 1068 mm away from the end 69, and a third H-shaped steel fixing plate 72 is further formed 1978 mm away from the end 69. A state in which a hole 20 with a diameter of 14 mm is formed in the left and right center portions of the plate 19 is shown.

このように成形した上弦材13と下弦材21に対して、上弦材13の端部31のフランジ下部と第1の垂直材9の上端部33を、第1の垂直材9のフランジの角部37と上弦材13のフランジの角部8が当接する位置で直角に溶接で接合すると共に、下弦材21のフランジ上部と第1の垂直材9の下端部34を、第1の垂直材9のフランジの角部36と下弦材21のフランジの角部11が当接する位置で直角に溶接で接合させ、さらに上弦材13の端部31から910mm離れた位置のフランジ下部と第2の垂直材26の上端部43の角部46を直角に溶接で接合させると共に、さらに下弦材21の端部69から910mm離れた位置のフランジ上部と第2の垂直材26のフランジの下端部44の角部47を直角に溶接で接合させ、さらに上弦材13の端部31から1795mm離れた位置のフランジ下部と第3の垂直材28の上端部54の角部57を直角に溶接で接合させると共に、さらに下弦材21の端部69から1795mm離れた位置のフランジ上部と第3の垂直材28の下端部55の角部58を直角に溶接で接合させ、さらに第1の斜材25の上端部39のフランジ先端の角部41を第1の垂直材9の上端部33の角部35に当接させた状態で上弦材13のフランジ下部と第1の斜材25の上端部39を溶接で接合させると共に、さらに第1の斜材25の下端部40の角部42を第2の垂直材26の下端部44の角部47に当接させた状態で下弦材21の上部のフランジと第1の斜材25の下端部40を溶接で接合させ、つづいて第2の斜材27の上端部50のフランジ先端の角部52を第2の垂直材26の上端部43の角部45に当接させた状態で上弦材13のフランジ下部と第2の斜材27の上端部50を溶接で接合させると共に、さらに第2の斜材27の下端部51の角部53を第3の垂直材28の下端部55の角部58に当接させた状態で下弦材21のフランジ上部と第2の斜材27の下端部51を溶接で接合させ、つづいて第3の斜材29の上端部61のフランジ先端の角部63を第3の垂直材28の上端部54の角部56と当接させた状態で上弦材13のフランジ下部と第3の斜材29の上端部61を溶接で接合させると共に、第3の斜材29の下端部62の角部64を下弦材21の端部70の角部23に当接させた状態で下弦材21のフランジ上部と第3の斜材29の下端部62を溶接で接合させ、このように構成した第3の斜材29のウェブ面65の中央に方杖30の下端部67を接合させると共に、方杖30の上端部66の角部68を上弦材13の端部32の角部16と当接させた状態で上弦材13のフランジ下部と方杖30の上端部66を溶接で結合させることにより図3aで示した平行弦トラス形骨組み2が構成される。 For the upper chord member 13 and lower chord member 21 formed in this way, the lower part of the flange of the end 31 of the upper chord member 13 and the upper end 33 of the first vertical member 9 are connected to the corner part of the flange of the first vertical member 9. 37 and the corner 8 of the flange of the upper chord member 13 are welded at right angles at the abutting position, and the upper part of the flange of the lower chord member 21 and the lower end 34 of the first vertical member 9 are connected to each other by welding. The corner part 36 of the flange and the corner part 11 of the flange of the lower chord member 21 are joined by welding at right angles at a position where they abut, and further, the lower part of the flange and the second vertical member 26 are connected at a position 910 mm away from the end part 31 of the upper chord member 13. The corner 46 of the upper end 43 is joined by welding at right angles, and the upper part of the flange at a distance of 910 mm from the end 69 of the lower chord member 21 and the corner 47 of the lower end 44 of the flange of the second vertical member 26 The lower part of the flange at a distance of 1795 mm from the end 31 of the upper chord member 13 and the corner 57 of the upper end 54 of the third vertical member 28 are welded together at a right angle. The upper part of the flange located 1795 mm away from the end 69 of the member 21 and the corner 58 of the lower end 55 of the third vertical member 28 are welded together at right angles, and then the flange of the upper end 39 of the first diagonal member 25 is welded. The lower part of the flange of the upper chord member 13 and the upper end portion 39 of the first diagonal member 25 are joined by welding while the corner portion 41 of the tip is in contact with the corner portion 35 of the upper end portion 33 of the first vertical member 9. Furthermore, with the corner 42 of the lower end 40 of the first diagonal member 25 in contact with the corner 47 of the lower end 44 of the second vertical member 26, the upper flange of the lower chord member 21 and the first diagonal The lower end portions 40 of the members 25 are joined by welding, and then the corner portion 52 of the flange tip of the upper end portion 50 of the second diagonal member 27 is brought into contact with the corner portion 45 of the upper end portion 43 of the second vertical member 26. In this state, the lower part of the flange of the upper chord member 13 and the upper end portion 50 of the second diagonal member 27 are joined by welding, and the corner portion 53 of the lower end portion 51 of the second diagonal member 27 is connected to the third vertical member 28. The upper part of the flange of the lower chord member 21 and the lower end portion 51 of the second diagonal member 27 are joined by welding while in contact with the corner portion 58 of the lower end portion 55, and then the upper end portion 61 of the third diagonal member 29 is welded. The lower part of the flange of the upper chord member 13 and the upper end portion 61 of the third diagonal member 29 are joined by welding while the corner portion 63 of the flange tip is in contact with the corner portion 56 of the upper end portion 54 of the third vertical member 28. At the same time, with the corner 64 of the lower end 62 of the third diagonal member 29 in contact with the corner 23 of the end 70 of the lower chord 21, the upper part of the flange of the lower chord 21 and the lower end of the third diagonal member 29 62 are joined by welding, and the lower end 67 of the cane 30 is joined to the center of the web surface 65 of the third diagonal member 29 configured in this way, and the corner part 68 of the upper end 66 of the cane 30 is By welding the lower part of the flange of the upper chord member 13 and the upper end portion 66 of the cane 30 in contact with the corner portion 16 of the end portion 32 of the upper chord member 13, the parallel chord truss-shaped frame 2 shown in FIG. 3a is created. is configured.

図4は、図3で説明した2組の平行弦トラス形骨組み2を固定した状態を示す。図4aは2組の平行弦トラス形骨組み2を横並びに配置した状態を斜視図で示すと共に、横並びに配置した2組の平行弦トラス形骨組み2の上弦材13と下弦材21の互いの端部を固定して一体化させるため、上弦材13の一方の端部31(図3bで示す)のフランジに複数個の穴7、穴12を成形すると共に、他方の端部32(図3bで示す)のフランジにも複数個の穴14、穴15を成形し、同様に、下弦材21の一方の端部69(図3bで示す)のフランジに複数個の穴17(点線で示す)、穴18を成形すると共に、他方の端部70(図3bで示す)のフランジにも複数個の穴22、穴24(点線で示す)を成形し、このように成形した2組の平行弦トラス形骨組み2の上弦材13と下弦材21の互いの端部を結合させて一体化させるため、2組の平行弦トラス形骨組み2の互いの上弦材13と下弦材21の端部を当接させ、一方の平行弦トラス形骨組み2の上弦材13の端部32(図3bで示す)に成形した穴14、穴15と、横並びに配置した他方の平行弦トラス形骨組み2の上弦材13の端部31(図3bで示す)に成形した穴7、穴12に、長方形の平板鋼板で成形したトラス固定金具81とトラス固定金具89を上弦材13の2枚のフランジ外面に対して互いに向い合うように配置すると共に、同様に下弦材21の端部70(図3bで示す)に成形した穴22、穴24(点線で示す)と、他方の平行弦トラス形骨組み2の下弦材21の端部69(図3bで示す)に成形した穴17(点線で示す)、穴18の2枚のフランジ外面に対して長方形の平板鋼板で成形したトラス固定金具85とトラス固定金具95を互いに向い合うように配置し、つづいてトラス固定金具81を上弦材13のフランジ外面に当接させ、ボルト80とナット83でトラス固定金具81と上弦材13の一方のフランジをサンドイッチ状に固定し、さらに上弦材13の他方のフランジ外面にトラス固定金具89を当接させ、ボルト90とナット88でトラス固定金具89と上弦材13の他方のフランジをサンドイッチ状に固定させることにより隣り合う2組の平行弦トラス形骨組み2の上弦材13を固定し、さらに、互いに当接した下弦材21の両端部の一方のフランジ外面にトラス固定金具85を当接させ、ボルト84とナット87でトラス固定金具85と下弦材21の一方のフランジをサンドイッチ状に固定し、さらに下弦材21の他方のフランジ外面にトラス固定金具95を当接させ、ボルト94とナット92でトラス固定金具95と下弦材21の他方のフランジをサンドイッチ状に固定させることにより隣り合う2組の平行弦トラス形骨組み2が固定される。 FIG. 4 shows a state in which the two sets of parallel chord truss-shaped frames 2 explained in FIG. 3 are fixed. FIG. 4a shows a perspective view of two sets of parallel chord truss frames 2 arranged side by side, and also shows mutual ends of the upper chord member 13 and the lower chord member 21 of the two sets of parallel chord truss frame members 2 arranged side by side. In order to fix and integrate the parts, a plurality of holes 7 and holes 12 are formed in the flange of one end 31 (shown in Fig. 3b) of the upper chord 13, and a plurality of holes 7 and 12 are formed in the flange of the upper chord 13, and the holes 12 are formed in the flange of the other end 32 (shown in Fig. 3b). A plurality of holes 14 and a hole 15 are also formed in the flange of the lower chord member 21 (shown in FIG. In addition to forming the hole 18, a plurality of holes 22 and 24 (shown by dotted lines) are also formed in the flange of the other end 70 (shown in FIG. 3b), and two sets of parallel chord trusses formed in this way are formed. In order to connect the mutual ends of the upper chord member 13 and the lower chord member 21 of the shaped frame 2 and integrate them, the ends of the upper chord member 13 and the lower chord member 21 of the two sets of parallel chord truss shaped frames 2 are brought into contact with each other. holes 14 and holes 15 formed in the ends 32 (shown in FIG. 3b) of the top chord 13 of one parallel chord truss frame 2 and the top chord 13 of the other parallel chord truss frame 2 arranged side by side. The truss fixing metal fittings 81 and truss fixing metal fittings 89 formed from rectangular flat steel plates are inserted into the holes 7 and 12 formed in the end portions 31 (shown in FIG. 3b) of the The holes 22 and 24 (shown in dotted lines) are arranged to face each other and are similarly formed in the end 70 (shown in FIG. 3b) of the bottom chord 21, and the bottom chord 21 of the other parallel chord truss frame 2. The hole 17 (shown by dotted lines) formed in the end 69 (shown in FIG. 3b) of Then, the truss fixing metal fittings 81 are brought into contact with the outer surface of the flange of the upper chord member 13, and the truss fixing metal fittings 81 and one flange of the upper chord member 13 are fixed in a sandwich-like manner with bolts 80 and nuts 83. Furthermore, the truss fixing metal fitting 89 is brought into contact with the outer surface of the other flange of the upper chord member 13, and the truss fixing metal fitting 89 and the other flange of the upper chord member 13 are fixed in a sandwich-like manner with bolts 90 and nuts 88. The upper chord member 13 of the parallel chord truss type frame 2 is fixed, and the truss fixing metal fitting 85 is brought into contact with the outer surface of one flange of both ends of the lower chord member 21 which are in contact with each other, and the truss fixing metal fitting is fixed with bolts 84 and nuts 87. 85 and one flange of the lower chord member 21 are fixed in a sandwich-like manner, and the truss fixing metal fitting 95 is brought into contact with the outer surface of the other flange of the lower chord member 21. By fixing the other flanges in a sandwich manner, two adjacent sets of parallel chord truss frames 2 are fixed.

図4cは、図3aで説明した平行弦トラス形骨組み2を逆方向から見た状態を斜視図で示す。 FIG. 4c shows a perspective view of the parallel chord truss frame 2 described in FIG. 3a from the opposite direction.

図5は、図2で説明した木造住宅1を取り囲むように配置した複数個の平行弦トラス形骨組み2の両端部の上弦材13と下弦材21のフランジをL形トラス固定金具101とボルト・ナット(図示せず)で固定することにより木造住宅吊上げ用トラス形フレーム100を構成した状態を斜視図で示すと共に、土台3の下部の基礎コンクリート4に挿入した架台用H型鋼6の両端部を平行弦トラス形骨組み2の下弦材21の上部と第2の垂直材26のウェブ面が当接する角部に載せ、L形鋼材で成形したL形H型鋼固定プレート103の両面の2箇所に成形した穴(図示せず)と、第2の垂直材26のウェブ面に成形した側面固定穴49(図3bで示す)と架台用H型鋼6の上部フランジに成形した穴(図示せず)を重ねてボルトとナット102、ボルトとナット104で架台用H型鋼6の上部フランジと第2の垂直材26を固定すると共に、架台用H型鋼6の下部フランジに成形した穴(図示せず)と第2のH型鋼固定プレート73(図3bで示す)に成形した穴74を重ねて点線で示したボルトとナット105で架台用H型鋼6の下部フランジと下弦材21を固定した状態を示す。このように構成することにより、架台用H型鋼6と平行弦トラス形骨組み2を簡単に固定することが出来るようになった。なお、平行弦トラス形骨組み2の第2の垂直材26に架台用H型鋼6を固定する位置については、木造住宅1の建築面積の大小により平行弦トラス形骨組み2を組み合わせる位置と個数が異なるため、図5bで示した位置に限定せず、図3で説明した平行弦トラス形骨組み2の第1の垂直材9、第2の垂直材26、第3の垂直材28の何れの垂直材の位置に取り付けることも可能である。 FIG. 5 shows the flanges of the upper chord members 13 and lower chord members 21 at both ends of a plurality of parallel chord truss frames 2 arranged so as to surround the wooden house 1 explained in FIG. A perspective view shows a truss-shaped frame 100 for lifting a wooden house constructed by fixing it with nuts (not shown), and also shows both ends of the H-shaped steel 6 for the frame inserted into the foundation concrete 4 at the bottom of the foundation 3. It is placed on the corner where the upper part of the lower chord member 21 of the parallel chord truss frame 2 and the web surface of the second vertical member 26 contact, and is formed at two places on both sides of the L-shaped H-shaped steel fixing plate 103 formed from L-shaped steel material. holes (not shown), side fixing holes 49 formed in the web surface of the second vertical member 26 (shown in FIG. 3b), and holes formed in the upper flange of the H-shaped steel 6 for the frame (not shown). The upper flange of the H-shaped steel 6 for the pedestal and the second vertical member 26 are fixed with overlapping bolts and nuts 102 and bolts and nuts 104, and holes (not shown) formed in the lower flange of the H-shaped steel 6 for the pedestal are fixed. The hole 74 formed in the second H-shaped steel fixing plate 73 (shown in FIG. 3b) is overlapped, and the lower flange of the H-shaped steel 6 for the frame and the lower chord member 21 are fixed with bolts and nuts 105 indicated by dotted lines. With this configuration, the H-shaped steel 6 for the frame and the parallel chord truss frame 2 can be easily fixed. In addition, regarding the position where the H-shaped steel 6 for the frame is fixed to the second vertical member 26 of the parallel chord truss type frame 2, the position and number of the parallel chord truss type frames 2 are different depending on the size of the construction area of the wooden house 1. Therefore, the position is not limited to the position shown in FIG. 5b, and any vertical member of the first vertical member 9, second vertical member 26, and third vertical member 28 of the parallel chord truss frame 2 explained in FIG. It is also possible to install it in the position of

図6と図7は、図5で説明した木造住宅吊上げ用トラス形フレーム100を安定した状態で高く吊上げるための油圧式木造住宅吊上げ装置110を示す。図6aは、油圧式木造住宅吊上げ装置110に点線で表示した平行弦トラス形骨組み2を取り付けた状態を斜視図で示すと共に、図6bでは油圧シリンダー118に作動油を流入させることによりピストンロッド126が伸びて上昇し、第3のスプロケット115が点線で表示した平行弦トラス形骨組み2を吊上げた状態を示す。図7は、図6で説明した油圧式木造住宅吊上げ装置110に平行弦トラス形骨組み2を取り付けた状態を断面図で示す。図7aは、油圧式木造住宅吊上げ装置110に点線で表示した平行弦トラス形骨組み2を取り付けた状態を断面図で示すと共に、図7cは、図7aで示した油圧シリンダー118に作動油を流入させることによりピストンロッド126が伸びて上昇し、第3のスプロケット115が点線で示した平行弦トラス形骨組み2を吊上げた状態を示す。油圧式木造住宅吊上げ装置110は、油圧シリンダー118と、第1のスプロケット111、第2のスプロケット132、第3のスプロケット115、ローラーチェーン120で構成され、油圧シリンダー118を安定した状態で作動させるため、平板状のベースプレート鋼板123にH型鋼で成形したフレーム引上用H型鋼114(図6で示す)とローラーチェーン固定用H型鋼119(図6で示す)を互いのウェブ面が向き合うように固定すると共に、ローラーチェーン固定用H型鋼119とフレーム引上用H型鋼114を頑強に補強するためローラーチェーン固定用H型鋼119とフレーム引上用H型鋼114の左右のフランジを互いに2枚の上部連結用鋼板117と2枚の下部連結用鋼板125でサンドイッチ状に固定し、つづいて固定したローラーチェーン固定用H型鋼119のウェブ面に油圧シリンダー118の側面を当接させた状態で油圧シリンダー118をボルト133でベースプレート鋼板123に取り付け、このように固定したフレーム引上用H型鋼114の上端に第1のスプロケット111を取り付けると共に、フレーム引上用H型鋼114の概ね上下中央のフランジ先端部に固定した第2のスプロケット取付用H型鋼材130(図7aで点線で示す)の下面に第2のスプロケット132を取り付け、さらに油圧シリンダー118のピストンロッド126の上端に第3のスプロケット115を取付け、このように構成した第1のスプロケット111、第2のスプロケット132、第3のスプロケット115にローラーチェーン120を噛み合わせ、さらにローラーチェーン120の一端に木造住宅吊上げ用フレーム100(図5で示す)を吊上げるためのU字形吊上げ金物121(図8で詳しく説明する)を取り付け、つづいてローラーチェーン120を第1のスプロケット111に噛み合わせ、さらにローラーチェーン120を第2のスプロケット132に噛み合わせ、さらにローラーチェーン120を第3のスプロケット115に噛み合わせ、最後にローラーチェーン120の他端をローラーチェーン固定用H型鋼119に固定したローラーチェーン固定用プレート131に取り付けた状態を示す。なお、油圧式木造住宅吊上げ装置110を地表面に対して水平に設置するため、油圧式木造住宅吊上げ装置110の下部の左右2枚の下部連結用鋼板125に、平板鋼板をL字形に形成した4組のベースジャッキ取付部材124を取り付け、前記ベースジャッキ取付部材124にジャッキベース122を取り付けることにより、傾斜した土地においても木造住宅吊上げ用トラス形フレーム100に取り付けた複数基の油圧式木造住宅吊上げ装置110を簡単に地表面と水平に設置することが可能になった。 6 and 7 show a hydraulic wooden house hoisting device 110 for stably hoisting the truss-shaped frame 100 for hoisting a wooden house explained in FIG. 5 to a high height. FIG. 6a shows a perspective view of the parallel chord truss frame 2 shown in dotted lines attached to the hydraulic wooden house lifting device 110, and in FIG. is extended and raised, and the third sprocket 115 lifts up the parallel chord truss frame 2 indicated by the dotted line. FIG. 7 is a sectional view showing a state in which the parallel chord truss frame 2 is attached to the hydraulic wooden house lifting device 110 described in FIG. 6. FIG. 7a shows a cross-sectional view of the parallel chord truss frame 2 shown in dotted lines attached to the hydraulic wooden house lifting device 110, and FIG. 7c shows hydraulic oil flowing into the hydraulic cylinder 118 shown in FIG. 7a. As a result, the piston rod 126 extends and rises, and the third sprocket 115 lifts up the parallel chord truss frame 2 shown by the dotted line. The hydraulic wooden house lifting device 110 is composed of a hydraulic cylinder 118, a first sprocket 111, a second sprocket 132, a third sprocket 115, and a roller chain 120, and is used to operate the hydraulic cylinder 118 in a stable state. , H-shaped steel 114 for frame pulling (shown in FIG. 6) and H-shaped steel 119 for fixing roller chain (shown in FIG. 6) formed of H-shaped steel are fixed to a flat base plate steel plate 123 so that their web surfaces face each other. At the same time, in order to strongly reinforce the H-shaped steel 119 for fixing the roller chain and the H-shaped steel 114 for lifting the frame, the left and right flanges of the H-shaped steel 119 for fixing the roller chain and the H-shaped steel 114 for lifting the frame are connected to each other by two upper parts. The hydraulic cylinder 118 is fixed in a sandwich-like manner with the steel plate 117 for fixing the roller chain and the two lower connecting steel plates 125, and the side surface of the hydraulic cylinder 118 is brought into contact with the web surface of the H-shaped steel 119 for fixing the roller chain. The first sprocket 111 is attached to the base plate steel plate 123 with bolts 133, and the first sprocket 111 is attached to the upper end of the thus fixed H-shaped steel 114 for lifting the frame, and is fixed to the tip of the flange of the H-shaped steel 114 for lifting the frame approximately at the center of the top and bottom. The second sprocket 132 is attached to the lower surface of the second sprocket attachment H-shaped steel member 130 (indicated by the dotted line in FIG. 7a), and the third sprocket 115 is attached to the upper end of the piston rod 126 of the hydraulic cylinder 118. A roller chain 120 is meshed with the first sprocket 111, the second sprocket 132, and the third sprocket 115 configured as shown in FIG. Attach a U-shaped lifting hardware 121 (described in detail in FIG. 8) for lifting, then engage the roller chain 120 with the first sprocket 111, then engage the roller chain 120 with the second sprocket 132, and then The chain 120 is meshed with the third sprocket 115, and finally the other end of the roller chain 120 is shown attached to the roller chain fixing plate 131 fixed to the roller chain fixing H-shaped steel 119. In addition, in order to install the hydraulic wooden house lifting device 110 horizontally with respect to the ground surface, the two left and right lower connecting steel plates 125 at the bottom of the hydraulic wooden house lifting device 110 are formed into L-shaped flat steel plates. By attaching four sets of base jack attachment members 124 and attaching the jack base 122 to the base jack attachment members 124, it is possible to lift a plurality of hydraulic wooden houses attached to the truss-shaped frame 100 for hoisting wooden houses even on sloped land. It has become possible to easily install the device 110 horizontally with the ground surface.

図7bは、図7aで説明したローラーチェーン120の先端に取り付けたU字形吊上げ金物121が平行弦トラス形骨組み2の下弦材21の下端部を引っ掛けた状態を拡大図で示す。U字形吊上げ金物121は平行弦トラス形骨組み2の下部の下弦材21の外側のフランジ下部に引っ掛けて木造住宅吊上げ用トラス形フレーム100(図5で示す)を吊上げるための金物で、図8aの分解図で示すように、平板鋼板で長方形に成形した厚さ9mm、縦550mm、横125mmのトラス固定鋼板150の上側に、厚さ24mm、奥行50mm、巾100mmの平板鋼板でローラーチェーン取付けボルト145を挿入するための直径18mmの複数個の穴147を成形したローラーチェーン固定プレート146を溶接で接合すると共に、トラス固定鋼板150の下部側面に厚さ12mm、高さ25mm、巾125mmの底板137を接合し、さらに底板137の側面に厚さ12mm、高さ50mm、巾125mmの当て板138を接合し、さらにトラス固定鋼板150を補強するためトラス固定鋼板150の両側に厚さ12mm、縦550mm、横50mmの補強板149、152を配置した状態を示す。図8bは、図8aで説明した各々の部材を溶接で接合した状態を示す。このようにトラス固定鋼板150と底板137と当て板138でU字形をしたフレーム下引っ掛け部154を構成することによりU字形吊上げ金物121で平行弦トラス形骨組み2の下弦材21の外側のフランジ下部を容易に引っ掛けることが出来るようになった。さらに木造住宅1を安定した状態で吊上げるため、U字形吊上げ金物121のトラス固定鋼板150に成形した複数個のトラス固定穴151と、平行弦トラス形骨組み2の垂直材(図3で説明した第1の垂直材9、第2の垂直材26、第3の垂直材28の何れも該当する)のフランジ面に成形したトラス固定用穴(図3で説明したトラス固定用穴38、トラス固定用穴48、トラス固定用穴59の何れも該当する)を重ね合せ、ボルト135とナット136でU字形吊上げ金物121をトラス固定鋼板150に密着させて固定することにより木造住宅吊上げ用トラス形フレーム100(図5で示す)を安定した状態で吊上げることが可能になった。 FIG. 7b shows an enlarged view of a state in which the U-shaped lifting hardware 121 attached to the tip of the roller chain 120 described in FIG. 7a hooks the lower end of the lower chord member 21 of the parallel chord truss frame 2. The U-shaped lifting hardware 121 is a hardware for hanging the truss-shaped frame 100 for hoisting a wooden house (shown in FIG. 5) by hooking it to the lower part of the outer flange of the bottom chord member 21 of the lower part of the parallel chord truss-shaped frame 2, and is shown in FIG. 8a. As shown in the exploded view, a roller chain mounting bolt is installed on the top of a truss fixing steel plate 150 made of a flat steel plate 9 mm thick, 550 mm long, and 125 mm wide, and made of a flat steel plate 24 mm thick, 50 mm deep, and 100 mm wide. A roller chain fixing plate 146 having a plurality of holes 147 with a diameter of 18 mm for inserting the truss fixing plates 145 is welded to the lower side of the truss fixing steel plate 150, and a bottom plate 137 with a thickness of 12 mm, a height of 25 mm and a width of 125 mm is attached A back plate 138 with a thickness of 12 mm, a height of 50 mm, and a width of 125 mm is further bonded to the side surface of the bottom plate 137, and in order to further reinforce the truss fixing steel plate 150, a plate 138 with a thickness of 12 mm and a length of 550 mm is attached to both sides of the truss fixing steel plate 150. , shows a state in which reinforcing plates 149 and 152 with a width of 50 mm are arranged. FIG. 8b shows a state in which the members described in FIG. 8a are joined by welding. By configuring the U-shaped frame lower hook part 154 with the truss fixing steel plate 150, the bottom plate 137, and the backing plate 138 in this way, the U-shaped lifting hardware 121 can be attached to the lower part of the outer flange of the lower chord member 21 of the parallel chord truss frame 2. can now be easily hooked. Furthermore, in order to lift the wooden house 1 in a stable state, a plurality of truss fixing holes 151 formed in the truss fixing steel plate 150 of the U-shaped lifting hardware 121 and the vertical members of the parallel chord truss frame 2 (as explained in FIG. The truss fixing hole (the truss fixing hole 38 explained in FIG. 3, the truss fixing hole 38 explained in FIG. 48 and truss fixing holes 59) and fix the U-shaped lifting hardware 121 in close contact with the truss fixing steel plate 150 with bolts 135 and nuts 136, thereby creating a truss-shaped frame for hoisting a wooden house. 100 (shown in Figure 5) can now be lifted in a stable state.

図9は、図5で説明した木造住宅1を取り囲むように配置した木造住宅吊上げ用トラス形フレーム100に図6で説明した4基の油圧式木造住宅吊上げ装置110を取り付けた状態を示す。なお、木造住宅1を吊上げる際に、木造住宅1の荷重の全てを油圧式木造住宅吊上げ装置110で支えるため、油圧式木造住宅吊上げ装置110を設置する地面にコンクリート等が敷設されていない場合、油圧式木造住宅吊上げ装置110を設置する地表面に複数本の溝形鋼160(溝形鋼の寸法は幅100mm、高さ50mm、厚さ5mm、長さは木造住宅の大きさにより決定する)を設置し油圧式木造住宅吊上げ装置110を支えるジャッキベース122の位置の溝形鋼160に角材161(寸法は90mm角)を嵌め込むことにより土圧を均等に安定させた状態で木造住宅1を吊上げることが可能になる。 FIG. 9 shows a state in which four hydraulic wooden house lifting devices 110 explained in FIG. 6 are attached to a truss-shaped frame 100 for hoisting a wooden house arranged so as to surround the wooden house 1 explained in FIG. 5. Note that when lifting the wooden house 1, the entire load of the wooden house 1 is supported by the hydraulic wooden house lifting device 110, so if there is no concrete or the like laid on the ground where the hydraulic wooden house lifting device 110 is installed. , A plurality of channel steels 160 are installed on the ground surface where the hydraulic wooden house lifting device 110 is installed (the dimensions of the channel steel are width 100 mm, height 50 mm, thickness 5 mm, and the length is determined depending on the size of the wooden house. ) and fitting square timbers 161 (90 mm square) into the channel steel 160 at the position of the jack base 122 that supports the hydraulic wooden house lifting device 110. becomes possible to lift.

図10は、図9で説明した4基の油圧式木造住宅吊上げ装置110の油圧シリンダー118に作動油を流入させることによりピストンロッド126が伸びて油圧式木造住宅吊上げ装置110が木造住宅1を吊上げた状態を示す。 FIG. 10 shows that when hydraulic oil is allowed to flow into the hydraulic cylinders 118 of the four hydraulic wooden house lifting devices 110 described in FIG. Indicates the condition.

以上、実施の形態に基づいて、本発明に係る木造住宅吊上げ用トラス形フレームについて詳細に説明してきたが、本発明は、以上の実施の形態に限定されるものではなく、発明の趣旨を逸脱しない範囲において各種の改変をなしても、本発明の技術的範囲に属するのはもちろんである。 The truss-shaped frame for hoisting a wooden house according to the present invention has been described above in detail based on the embodiments, but the present invention is not limited to the above embodiments and departs from the spirit of the invention. It goes without saying that even if various modifications are made to the extent that they are not included, they still fall within the technical scope of the present invention.

本発明の実施の形態に係る、木造住宅の周囲に配置した平行弦トラス形骨組みを斜視図で示す。1 is a perspective view showing a parallel chord truss frame arranged around a wooden house according to an embodiment of the present invention; FIG. 同実施の形態に係る、図1で示した木造住宅の土台下の基礎コンクリートに架台用H型鋼を挿入した状態を斜視図で示す。FIG. 2 is a perspective view showing a state in which an H-shaped steel for a frame is inserted into the foundation concrete under the foundation of the wooden house shown in FIG. 1 according to the same embodiment. 同実施の形態に係る、図1で示した平行弦トラス形骨組みを分解図で示す。FIG. 2 shows an exploded view of the parallel chord truss frame shown in FIG. 1 according to the same embodiment. 同実施の形態に係る、図3で示した2組の平行弦トラス形骨組みを横並びに固定した状態を斜視図で示す。A perspective view shows a state in which two sets of parallel chord truss-shaped frames shown in FIG. 3 are fixed side by side according to the same embodiment. 同実施の形態に係る、図2で示した木造住宅の土台下に配置した架台用H型鋼を平行弦トラス形骨組みに固定した状態を斜視図で示す。FIG. 3 is a perspective view showing a state in which the H-shaped steel for a pedestal placed under the foundation of the wooden house shown in FIG. 2 is fixed to a parallel chord truss frame according to the same embodiment. 同実施の形態に係る、油圧式木造住宅吊上げ装置を斜視図で示す。1 is a perspective view showing a hydraulic wooden house lifting device according to the same embodiment. 同実施の形態に係る、図6で示した油圧式木造住宅吊上げ装置の油圧シリンダーとスプロケットとローラーチェーンを断面図で示す。The hydraulic cylinder, the sprocket, and the roller chain of the hydraulic wooden house lifting device shown in FIG. 6 are shown in a sectional view according to the same embodiment. 同実施の形態に係る、油圧式木造住宅吊上げ装置のローラーチェーン先端に取り付けるためのU字形吊上げ金物を分解図と斜視図で示す。FIG. 2 shows an exploded view and a perspective view of a U-shaped lifting hardware to be attached to the tip of a roller chain of a hydraulic wooden house lifting device according to the same embodiment. 同実施の形態に係る、図5で示した木造住宅に取り付けた木造住宅吊上げ用トラス形フレームに油圧式木造住宅吊上げ装置を取り付けた状態を斜視図で示す。FIG. 6 is a perspective view showing a state in which a hydraulic wooden house lifting device is attached to the wooden house lifting truss-shaped frame attached to the wooden house shown in FIG. 5 according to the same embodiment. 同実施の形態に係る、図9で示した油圧式木造住宅吊上げ装置で木造住宅を吊上げた状態を斜視図で示す。A perspective view showing a state in which a wooden house is lifted by the hydraulic wooden house lifting device shown in FIG. 9 according to the same embodiment.

1 木造住宅
2 平行弦トラス形骨組み
3 土台
4 基礎コンクリート
5 基礎コンクリート凹部
6 架台用H型鋼
7 穴
8 角部
9 第1の垂直材
10 側面固定穴
11 角部
12 穴
13 上弦材
14 穴
15 穴
16 角部
17 穴
18 穴
19 第3のH型鋼固定プレート
20 H型鋼固定穴
21 下弦材
22 穴
23 角部
24 穴
25 第1の斜材
26 第2の垂直材
27 第2の斜材
28 第3の垂直材
29 第3の斜材
30 方杖
31 端部
32 端部
33 上端部
34 下端部
35 角部
36 角部
37 角部
38 トラス固定用穴
39 上端部
40 下端部
41 角部
42 角部
43 上端部
44 下端部
45 角部
46 角部
47 角部
48 トラス固定用穴
49 側面固定穴
50 上端部
51 下端部
52 角部
53 角部
54 上端部
55 下端部
56 角部
57 角部
58 角部
59 トラス固定用穴
60 側面固定穴
61 上端部
62 下端部
63 角部
64 角部
65 ウェブ面
66 上端部
67 下端部
68 角部
69 端部
70 端部
71 第1のH型鋼固定プレート
72 穴
73 第2のH型鋼固定プレート
74 穴
75 補強プレート
80 ボルト
81 トラス固定金具
82 穴
83 ナット
84 ボルト
85 トラス固定金具
86 穴
87 ナット
88 ナット
89 トラス固定金具
90 ボルト
91 穴
92 ナット
93 穴
94 ボルト
95 トラス固定金具
100 木造住宅吊上げ用トラス形フレーム
101 L形トラス固定金具
102 ボルトとナット
103 L形H型鋼固定プレート
104 ボルトとナット
105 ボルトとナット
110 油圧式木造住宅吊上げ装置
111 第1のスプロケット
112 軸受ベアリング
113 軸
114 フレーム引上用H型鋼
115 第3のスプロケット
116 軸受ベアリング
117 上部連結用鋼板
118 油圧シリンダー
119 ローラーチェーン固定用H型鋼
120 ローラーチェーン
121 U字形吊上げ金物
122 ジャッキベース
123 ベースプレート鋼板
124 ジャッキベース取付部材
125 下部連結用鋼板
126 ピストンロッド
130 第2のスプロケット取付用H型鋼材
131 ローラーチェーン固定用プレート
132 第2のスプロケット
133 ボルト
134 フレーム下フランジ部
135 ボルト
136 ナット
137 底板
138 当て板
139 ローラーチェーン取付ナット
145 ローラーチェーン取付けボルト
146 ローラーチェーン固定プレート
147 穴
148 トラス固定鋼板上端部
149 補強板
150 トラス固定鋼板
151 トラス固定穴
152 補強板
153 トラス固定鋼板下端部
154 フレーム下引っ掛け部
160 溝形鋼
161 角材
1 Wooden house 2 Parallel chord truss frame 3 Foundation 4 Foundation concrete 5 Foundation concrete recess 6 H-beam for frame 7 Hole 8 Corner 9 First vertical member 10 Side fixing hole 11 Corner 12 Hole 13 Top chord 14 Hole 15 Hole 16 Corner 17 Hole 18 Hole 19 Third H-shaped steel fixing plate 20 H-shaped steel fixing hole 21 Lower chord member 22 Hole 23 Corner 24 Hole 25 First diagonal member 26 Second vertical member 27 Second diagonal member 28 3 vertical member 29 Third diagonal member 30 Strap 31 End 32 End 33 Upper end 34 Lower end 35 Corner 36 Corner 37 Corner 38 Truss fixing hole 39 Upper end 40 Lower end 41 Corner 42 Corner Section 43 Upper end 44 Lower end 45 Corner 46 Corner 47 Corner 48 Truss fixing hole 49 Side fixing hole 50 Upper end 51 Lower end 52 Corner 53 Corner 54 Upper end 55 Lower end 56 Corner 57 Corner 58 Corner 59 Truss fixing hole 60 Side fixing hole 61 Upper end 62 Lower end 63 Corner 64 Corner 65 Web surface 66 Upper end 67 Lower end 68 Corner 69 End 70 End 71 First H-shaped steel fixing plate 72 Hole 73 Second H-shaped steel fixing plate 74 Hole 75 Reinforcement plate 80 Bolt 81 Truss fixing bracket 82 Hole 83 Nut 84 Bolt 85 Truss fixing bracket 86 Hole 87 Nut 88 Nut 89 Truss fixing bracket 90 Bolt 91 Hole 92 Nut 93 Hole 94 Bolt 95 Truss fixing fittings 100 Truss frame for lifting wooden houses 101 L-shaped truss fixing fittings 102 Bolts and nuts 103 L-shaped H-shaped steel fixing plate 104 Bolts and nuts 105 Bolts and nuts 110 Hydraulic wooden house lifting device 111 First sprocket 112 Bearing 113 Shaft 114 H-shaped steel for lifting the frame 115 Third sprocket 116 Bearing 117 Steel plate for upper connection 118 Hydraulic cylinder 119 H-shaped steel for fixing roller chain 120 Roller chain 121 U-shaped lifting hardware 122 Jack base 123 Base plate steel plate 124 Jack Base mounting member 125 Lower connecting steel plate 126 Piston rod 130 H-shaped steel material for second sprocket mounting 131 Roller chain fixing plate 132 Second sprocket 133 Bolt 134 Frame lower flange 135 Bolt 136 Nut 137 Bottom plate 138 Backing plate 139 Roller Chain attachment nut 145 Roller chain attachment bolt 146 Roller chain fixing plate 147 Hole 148 Upper end of truss fixing steel plate 149 Reinforcement plate 150 Truss fixing steel plate 151 Truss fixing hole 152 Reinforcement plate 153 Lower end of truss fixing steel plate 154 Lower frame hook part 160 Channel steel 161 Square timber

Claims (5)

既存の木造住宅を吊上げるため、木造住宅の土台の下部に複数本の架台用H型鋼を挿入し木造住宅を安定させた状態で吊上げるための木造住宅固定用フレームにおいて、
平行弦トラスで構成した複数個の平行弦トラス形骨組みを木造住宅を取り囲むように配置し、隣り合う平行弦トラス形骨組みの上弦材と下弦材の端部をトラス固定金具で固定すると共に、木造住宅の土台の下部にフランジを上下に位置して挿入した複数本の架台用H型鋼を、前記平行弦トラス形骨組みの第1の垂直材、又は第2の垂直材、又は第3の垂直材のウェブ面と下弦材が直角に交わる角部に固定したことを特徴とする木造住宅吊上げ用トラス形フレーム。
In order to lift an existing wooden house, a frame for fixing a wooden house is inserted into the lower part of the foundation of the wooden house, and the wooden house is lifted in a stable state.
A plurality of parallel chord truss frames made up of parallel chord trusses are arranged to surround a wooden house, and the ends of the upper and lower chord members of the adjacent parallel chord truss frames are fixed with truss fixing metal fittings. A plurality of H-shaped steel beams for frames inserted into the lower part of the foundation of the house with flanges positioned vertically are inserted into the first vertical member, the second vertical member, or the third vertical member of the parallel chord truss type frame. A truss-shaped frame for hoisting a wooden house, characterized in that it is fixed at a corner where the web surface and the bottom chord intersect at right angles.
平行弦トラス形骨組みは、上弦材と下弦材を同一規格のH型鋼で成形し互いのウェブ面を向き合うように配置すると共に、上弦材と下弦材に固定する第1の垂直材、第2の垂直材、第3の垂直材と、第1の斜材、第2の斜材、第3の斜材と、方杖を同一規格の溝形鋼で成形し、上弦材と下弦材の一方の端部に第1の垂直材の上端部と下端部を直角に固定し、さらに第1の垂直材と隣り合う第2の垂直材と第3の垂直材を同一間隔で上弦材と下弦材に直角に固定し、さらに他方の下弦材の端部と隣に位置する第3の垂直材と上弦材が当接する角部に第3の斜材を固定し、前記第3の斜材のウェブの中央と上弦材の端部を方杖で固定したことを特徴とする請求項1に記載の木造住宅吊上げ用トラス形フレーム。 In the parallel chord truss frame, the upper chord member and the lower chord member are formed from H-shaped steel of the same standard and arranged so that their web surfaces face each other, and the first vertical member and the second vertical member are fixed to the upper chord member and the lower chord member. The vertical member, the third vertical member, the first diagonal member, the second diagonal member, the third diagonal member, and the cane are made of channel steel of the same standard, and one of the upper and lower chord members is Fix the upper and lower ends of the first vertical member at right angles to the end, and then attach the second and third vertical members adjacent to the first vertical member to the upper and lower chord members at the same interval. A third diagonal member is fixed at a corner where the upper chord member is in contact with a third vertical member located next to the end of the other lower chord member, and the web of the third diagonal member is fixed at a right angle. The truss-shaped frame for hoisting a wooden house according to claim 1, wherein the center and the ends of the upper chord members are fixed with braces. 上弦材と下弦材を同一長さで成形し、前記上弦材と下弦材に対して第1の垂直材、第2の垂直材、第3の垂直材と、第1の斜材、第2の斜材、第3の斜材と、方杖をコの字面が同一方向に向くように固定したことを特徴とする請求項1又は2に記載の木造住宅吊上げ用トラス形フレーム。 The upper chord member and the lower chord member are formed to have the same length, and the upper chord member and the lower chord member are formed with a first vertical member, a second vertical member, a third vertical member, a first diagonal member, and a second vertical member. 3. The truss-shaped frame for lifting a wooden house according to claim 1, wherein the diagonal members, the third diagonal members, and the cane are fixed so that their U-shaped surfaces face in the same direction. 架台用H型鋼の下部のフランジに成形した穴と、下弦材の上側の2枚のフランジの間に埋め込むように固定したH型鋼固定プレートに成形した穴を重ねてボルトを挿入し、架台用H型鋼の下部のフランジと下弦材をボルトとナットで固定すると共に、架台用H型鋼の上部のフランジ上面と、第1の垂直材、又は第2の垂直材、又は第3の垂直材のウェブ面が直角に交わる角部にL字形に成形したL形H型鋼固定プレートを配置し、架台用H型鋼の上部のフランジに成形した穴と第1の垂直材、又は第2の垂直材、又は第3の垂直材のウェブに成形した側面固定穴にL形H型鋼固定プレートのそれぞれの面に成形した2箇所の穴を重ねてボルトを挿入し、架台用H型鋼の上部のフランジと第1の垂直材、又は第2の垂直材、又は第3の垂直材をボルトとナットで固定したことを特徴とする請求項1乃至3のいずれか1項に記載の木造住宅吊上げ用トラス形フレーム。 Insert the bolts by overlapping the holes formed in the lower flange of the H-shaped steel for the frame with the holes formed in the H-shaped steel fixing plate embedded between the upper two flanges of the lower chord material. The lower flange of the shaped steel and the lower chord member are fixed with bolts and nuts, and the upper surface of the upper flange of the H-shaped steel for the frame and the web surface of the first vertical member, second vertical member, or third vertical member. An L-shaped H-shaped steel fixing plate formed into an L-shape is placed at the corner where the two intersect at right angles, and a hole formed in the upper flange of the H-shaped steel for the frame is connected to the first vertical member, the second vertical member, or the second vertical member. Insert the bolts into the side fixing holes formed in the web of the vertical member in step 3 by overlapping the two holes formed on each side of the L-shaped H-shaped steel fixing plate, and then The truss-shaped frame for hoisting a wooden house according to any one of claims 1 to 3, wherein the vertical member, the second vertical member, or the third vertical member is fixed with bolts and nuts. 平行弦トラス形骨組みの第1の垂直材、第2の垂直材、第3の垂直材のフランジに複数個のトラス固定用穴を成形し、本発明の木造住宅吊上げ用トラス形フレームを吊上げるため、油圧式木造住宅吊上げ装置のローラーチェーン先端部に取り付けたU字形吊上げ金物に成形した複数個のトラス固定穴と、平行弦トラス形骨組みの第1の垂直材、又は第2の垂直材、又は第3の垂直材のフランジに成形した複数個のトラス固定用穴を重ねてボルトとナットで固定したことを特徴とする請求項1乃至4のいずれか1項に記載の木造住宅吊上げ用トラス形フレーム。 A plurality of truss fixing holes are formed in the flanges of the first vertical member, second vertical member, and third vertical member of the parallel chord truss frame, and the truss frame for lifting a wooden house of the present invention is lifted. Therefore, a plurality of truss fixing holes formed in a U-shaped lifting hardware attached to the tip of a roller chain of a hydraulic wooden house lifting device, and a first vertical member or a second vertical member of a parallel chord truss type frame, Alternatively, the truss for lifting a wooden house according to any one of claims 1 to 4, wherein a plurality of truss fixing holes formed in the flange of the third vertical member are overlapped and fixed with bolts and nuts. shaped frame.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002194845A (en) 2000-12-26 2002-07-10 Nkk Corp Roof structure of structure, method of manufacturing roof structure unit and execution method of roof
JP2014231718A (en) 2013-05-30 2014-12-11 株式会社竹中工務店 Construction method for raising floor height of existing structure, and repair structure
JP2016513763A (en) 2013-03-08 2016-05-16 アップ・ファースト・コンストラクション・システムズ・プロプライアタリ・リミテッド Building system

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002194845A (en) 2000-12-26 2002-07-10 Nkk Corp Roof structure of structure, method of manufacturing roof structure unit and execution method of roof
JP2016513763A (en) 2013-03-08 2016-05-16 アップ・ファースト・コンストラクション・システムズ・プロプライアタリ・リミテッド Building system
JP2014231718A (en) 2013-05-30 2014-12-11 株式会社竹中工務店 Construction method for raising floor height of existing structure, and repair structure

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