JPH11159146A - Hanging-in jig for framework for paneling method - Google Patents

Hanging-in jig for framework for paneling method

Info

Publication number
JPH11159146A
JPH11159146A JP32319097A JP32319097A JPH11159146A JP H11159146 A JPH11159146 A JP H11159146A JP 32319097 A JP32319097 A JP 32319097A JP 32319097 A JP32319097 A JP 32319097A JP H11159146 A JPH11159146 A JP H11159146A
Authority
JP
Japan
Prior art keywords
column
panel
hanging jig
joining
hanging
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP32319097A
Other languages
Japanese (ja)
Inventor
Jiro Inoue
二郎 井上
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Panasonic Electric Works Co Ltd
Original Assignee
Matsushita Electric Works Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Matsushita Electric Works Ltd filed Critical Matsushita Electric Works Ltd
Priority to JP32319097A priority Critical patent/JPH11159146A/en
Publication of JPH11159146A publication Critical patent/JPH11159146A/en
Pending legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve the airtightness between a panel and a framework by longitudinally arranging a number of metallic connection pieces in a row on a face of a lengthy metallic sheet and using the connection pieces as a connection part driven in a beam and a column at a temporarily connecting time. SOLUTION: Dowel studs that the collars are integrally formed as a number of metallic connection pieces 1a on a face a lengthy steel sheet 1b, are arranged in a row and welded to form a hanging-in jig 1. When executing it, a number of connection pieces 1a of the hanging-in jig 1 are driven in a beam 2 and a column 5 to temporarily connect the beam 2 and the column 5. And thereafter, the beam 2 is suspended by a crane and the column 5 is fixed to a specified position to form a framework. And panel members 9 in an architectural panel are fixed to the beam 2 and the column 5 with fixing tools such as nails N. And further, a connection board 7 is fixed to the beam 2 and the column 5 with nails through the panel members 9 to substantially fix them to the beam 2 and the column 5. In this way, a beam and a column can be suspended by a crane and the airtightness between an architectural panel and a framework can be improved.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、建築用パネルを配
設するパネル工法用軸組部材の梁材と柱材とを仮結合し
てクレーン吊り込みするパネル工法用軸組の吊り込み治
具及びその施工方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hanging jig for a panel construction frame for temporarily connecting a beam member and a column member of a panel construction frame member for arranging a building panel and suspending the crane. And its construction method.

【0002】[0002]

【従来の技術】従来、パネルはめ込みによる木造建築物
においては、基礎の上に固定された土台上に、横方向に
所定の間隔をもって立設された複数の軸組部材である柱
と、その柱の上端に梁などの横架材とを掛け渡し、隣接
する柱、土台及び梁材によって形成される方形状空間
に、構造用の面材の室内面側に断熱部材を一体化した建
築用パネルをはめ込んで外壁を構成する。すなわち、こ
の場合、建築用パネルは、一体化された断熱部材が上記
の方形状空間へ略嵌合され、建築用パネルの該断熱部材
より外側に突出する面材の突出部分が上記の柱と梁材等
の軸組部材とに適宜くぎ打ちされて固着された後、面材
の室外面側に外壁材が設けられる。
2. Description of the Related Art Conventionally, in a wooden building by panel fitting, a plurality of pillars, which are a plurality of frame members, are erected at predetermined intervals in a horizontal direction on a base fixed on a foundation and the pillars. Architectural panel in which a horizontal member such as a beam is hung over the upper end of the building, and a heat insulating member is integrated on the indoor surface side of the structural surface material in a square space formed by adjacent columns, foundations and beams. Into the outer wall. That is, in this case, the architectural panel is such that the integrated heat insulating member is substantially fitted into the rectangular space, and the projecting portion of the face material projecting outward from the heat insulating member of the architectural panel corresponds to the pillar. After being appropriately nailed and fixed to a frame member such as a beam material, an outer wall material is provided on the outdoor surface side of the face material.

【0003】また、省エネルギ住宅への関心の高まりに
対応して、住宅の気密断熱化のため、建築用パネルを使
用した木造建築物において、図6に示すような、面材9
と、外周面に建築物の軸組部材である柱材5へ当接す
る、例えば軟質塩化ビニル樹脂材料等の軟質材料製の気
密部11を備えた断熱部材10とを一体化した建築用パ
ネル8が各種提案されている。したがって、この建築用
パネル8は、面材9に一体化された断熱部材10が軸組
部材である柱材5、5間の略中央に配設されて固定さ
れ、気密部11が弾性をもって断熱部材10の外周面に
位置する柱材5へ当接される。そして、木造建築物の断
熱化とともに気密化を図ることができる。
Further, in response to the growing interest in energy-saving houses, a wooden building using building panels as shown in FIG.
And a heat insulating member 10 having an airtight portion 11 made of a soft material such as a soft vinyl chloride resin material, which is in contact with a pillar member 5 which is a frame member of the building on the outer peripheral surface. Have been proposed. Therefore, in this building panel 8, the heat insulating member 10 integrated with the face member 9 is disposed and fixed substantially at the center between the pillar members 5, 5, which are the frame members, and the airtight portion 11 is elastically insulated. It is in contact with the column member 5 located on the outer peripheral surface of the member 10. In addition, airtightness can be achieved together with heat insulation of the wooden building.

【0004】一方、上記のパネルはめ込みによる木造建
築物において、その構造の強度、安定性及び耐久性を大
きく左右する横架材として、図7に示すような、断面H
型鉄骨材3のウエブ3a両端に形成されたフランジ3
b、3bの各表面に木質の板材4、4を設けて構成した
複合材による梁材2を使用することが検討されている。
この場合、梁材2は、板材4、4と上記の柱材5等の部
材とを緊結して組み合わせることとしている。
On the other hand, in a wooden building by panel fitting, a cross section H as shown in FIG. 7 is used as a horizontal member which greatly affects the strength, stability and durability of the structure.
Flanges 3 formed on both ends of a web 3a of a steel mold 3
The use of a beam 2 made of a composite material in which wooden boards 4 and 4 are provided on the respective surfaces of b and 3b is being studied.
In this case, the beam member 2 is configured by tightly combining the plate members 4 and 4 with members such as the column members 5 described above.

【0005】[0005]

【発明が解決しようとする課題】ところで、上記の梁材
2と柱材5とは、図8に示す如く、図示していないほぞ
ピンと、梁材2の板材4側面と柱材5側面とに跨って釘
着される平面視略H状の接合板7とによって結合された
後、図9に示すように、クレーンで吊り込みされて柱材
5が所定位置の土台6へ結合される。
As shown in FIG. 8, the beam 2 and the column 5 are formed with a tenon pin (not shown), the side of the plate 4 of the beam 2 and the side of the column 5 as shown in FIG. After being joined by a joining plate 7 having a substantially H-shape in plan view and being nailed over the straddle, as shown in FIG. 9, the pillar 5 is suspended by a crane and joined to the base 6 at a predetermined position.

【0006】したがって、上記面材9は、建築用パネル
8を梁材2と柱材5とに固定するときに接合板7の上面
から梁材2と柱材5とに固定される。その結果、建築用
パネル8を固定した状態で、面材9と梁材2及び柱材5
との間に接合板7の厚みと同接合板7を固定する釘Nの
頭の高さ分によるすき間Dが生ずることとなり、木造建
築物全体の気密性能を大きく低下させることとなった。
なお、面材9の隅部分に、接合板7の略H状に対応する
切欠を形成することも考えられるが、その場合には面材
9と柱材5との当接部分に開口部分を生ずる恐れもあ
り、木造建築物の気密化おいては問題があった。
Accordingly, when the building panel 8 is fixed to the beam 2 and the column 5, the face member 9 is fixed to the beam 2 and the column 5 from the upper surface of the joining plate 7. As a result, with the building panel 8 fixed, the face member 9, the beam member 2 and the column member 5
A gap D is generated between the thickness of the joining plate 7 and the height of the head of the nail N for fixing the joining plate 7, thereby greatly reducing the airtightness of the entire wooden building.
In addition, it is conceivable to form a notch corresponding to the substantially H shape of the joining plate 7 at a corner portion of the face material 9, but in this case, an opening portion is provided at a contact portion between the face material 9 and the column material 5. There is a possibility that this may occur, and there is a problem in the hermeticity of wooden buildings.

【0007】本発明は、上記事由に鑑みてなしたもの
で、その目的とするところは、クレーン等による吊り込
みが可能で、梁材と柱材とを軸組みして建築用パネル設
けて同建築用パネル及び軸組間の気密性能を確保できる
パネル工法用軸組の吊り込み治具及びその施工方法を提
供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and has as its object the purpose of being capable of being suspended by a crane or the like, and providing a building panel by combining a beam and a column. It is an object of the present invention to provide a hanging jig for a panel construction method frame that can ensure the airtight performance between a building panel and a frame method, and a method of constructing the same.

【0008】[0008]

【課題を解決するための手段】上記目的を達成するため
に、請求項1記載のパネル工法用軸組の吊り込み治具
は、建築用パネルを配設するパネル工法用軸組部材の梁
材と柱材とを仮結合してクレーン吊り込みするパネル工
法用軸組の吊り込み治具であって、長尺状板金材の一面
へ多数の金属材料製接合片を長手方向に列設し、該接合
片を仮結合時に梁材と柱材とにそれぞれ打ち込む結合部
としている。
In order to achieve the above object, a hanging jig for a panel construction method frame according to claim 1 is a beam material for a panel construction method frame member for arranging a building panel. And a column member are temporarily connected to each other, and a hanging jig of a frame for panel construction method for hanging a crane by hanging a plurality of metal material joining pieces in a longitudinal direction on one surface of a long sheet metal material, The joining pieces serve as joining portions that are respectively driven into the beam material and the column material during the temporary joining.

【0009】したがって、この場合、仮結合時に梁材と
柱材とにそれぞれ打ち込む結合部が、長尺状板金材の一
面に多数の金属材料製接合片が設けられて形成される。
[0009] Therefore, in this case, the joining portions to be driven into the beam member and the column member at the time of the temporary joining are formed by providing a large number of metal material joining pieces on one surface of the long sheet metal material.

【0010】また、請求項2記載のパネル工法用軸組の
吊り込み治具の施工方法は、請求項1記載のパネル工法
用軸組の吊り込み治具の結合部を梁材と柱材とにそれぞ
れ打ち込んで同梁材と柱材とを仮結合した後、梁材を吊
り込んで柱材を所定位置へ固定して軸組し、次いで、建
築用パネルをパネル工法用軸組の吊り込み治具を覆うよ
うに配設した後、同建築用パネルを梁材及び柱材へ固着
するとともに、同建築用パネルを介して梁材と柱材とを
接合部材にて本結合する。
According to a second aspect of the present invention, there is provided a method of constructing a hanging jig for a panel construction method according to the first aspect of the present invention. After the beam and column are temporarily connected to each other, the beam is suspended, the column is fixed in place, the frame is assembled, and then the building panel is suspended by the panel construction method. After disposing the jig so as to cover the jig, the building panel is fixed to the beam member and the column member, and the beam member and the column member are permanently connected to each other by the joining member via the building panel.

【0011】したがって、この場合、長尺状板金材の一
面に多数の金属材料製接合片が設けられて形成されたパ
ネル工法用軸組の吊り込み治具の結合部が、梁材と柱材
とにそれぞれ打ち込まれて同梁材と柱材とが仮結合され
た後、梁材を吊り込んで柱材を所定位置へ固定して軸組
され、次いで、建築用パネルをパネル工法用軸組の吊り
込み治具を覆うように配設した後、同建築用パネルが梁
材及び柱材へ固着されるとともに梁材と柱材とが接合部
材にて本結合される。
Therefore, in this case, the connecting portion of the hanging jig of the panel construction frame formed by providing a large number of metal material connecting pieces on one surface of the long sheet metal material is used as the beam material and the column material. After the beam and the column are temporarily connected to each other, the beam is suspended, the column is fixed to a predetermined position, and the frame is assembled. After that, the building panel is fixed to the beam and the column, and the beam and the column are permanently joined by the joining member.

【0012】[0012]

【発明の実施の形態】図1乃至図5は、本発明の請求項
1、2に対応する一実施の形態を示し、図1は、本発明
のパネル工法用軸組の吊り込み治具を示す斜視図であ
る。図2は、同実施の形態のパネル工法用軸組の吊り込
み治具を示す図で、(a)は平面図、(b)は側面図で
ある。図3は、同実施の形態のパネル工法用軸組の吊り
込み治具の施工方法の一実施例の正面図である。図4
は、同実施の形態のパネル工法用軸組の吊り込み治具の
施工方法の一実施例の側面図である。図5は、同実施の
形態のパネル工法用軸組の吊り込み治具の施工方法のク
レーン吊り込みの説明図である。
1 to 5 show an embodiment corresponding to claims 1 and 2 of the present invention. FIG. 1 shows a hanging jig for a panel assembly for a panel method according to the present invention. FIG. 2A and 2B are diagrams showing a hanging jig of the panel construction frame assembly of the embodiment, wherein FIG. 2A is a plan view and FIG. 2B is a side view. FIG. 3 is a front view of an example of a method for installing a hanging jig of the panel construction frame according to the embodiment. FIG.
FIG. 4 is a side view of an example of a method for installing a hanging jig of the panel construction frame according to the embodiment. FIG. 5 is an explanatory diagram of crane hanging in the method of constructing the panel jig hanging jig of the embodiment.

【0013】この実施の形態のパネル工法用軸組の吊り
込み治具1は、建築用パネル8を配設するパネル工法用
軸組部材の梁材2と柱材5とを仮結合してクレーン吊り
込みするパネル工法用軸組の吊り込み治具であって、長
尺状板金材の一面へ多数の金属材料製接合片1aを長手
方向に列設し、該接合片1aを仮結合時に梁材2と柱材
5とにそれぞれ打ち込む結合部としている。
A hanging jig 1 of a panel construction frame according to this embodiment is a crane which temporarily joins a beam member 2 and a column member 5 of a panel construction frame member on which a building panel 8 is arranged. A hanging jig for a panel construction frame set to be hung, in which a large number of metal material joining pieces 1a are arranged in a longitudinal direction on one surface of a long sheet metal material, and the joining pieces 1a are beam The connecting portions are respectively driven into the material 2 and the column material 5.

【0014】又、該実施の形態のパネル工法用軸組の吊
り込み治具の施工方法においては、パネル工法用軸組の
吊り込み治具1の結合部を梁材2と柱材5とにそれぞれ
打ち込んで同梁材2と柱材5とを仮結合した後、梁材2
を吊り込んで柱材5を所定位置へ固定して軸組し、次い
で、建築用パネル8をパネル工法用軸組の吊り込み治具
1を覆うように配設した後、同建築用パネル8を梁材及
び柱材へ固着するとともに、同建築用パネル8を介して
梁材2と柱材5とを接合部材にて本結合する。
Further, in the method of installing a hanging jig of the panel construction method frame according to the embodiment, the connecting portion of the panel construction method frame hanging jig 1 is connected to the beam member 2 and the column member 5. After the beams 2 and the pillars 5 are temporarily joined by driving each, the beam 2
And the column member 5 is fixed to a predetermined position to form a frame. Then, the building panel 8 is disposed so as to cover the hanging jig 1 of the panel construction frame. Is fixed to the beam member and the column member, and the beam member 2 and the column member 5 are permanently joined to each other by the joining member via the building panel 8.

【0015】なお、この実施の形態のパネル工法用軸組
の吊り込み治具1による施工方法として、従来の技術に
て説明した、断面H型鉄骨材3のウエブ3a両端に形成
されたフランジ3b、3bの各表面に木質の板材4を設
けた梁材2と木材からなる柱材5とを、梁材2の板材4
側面と柱材5の側面とに跨って釘着される接合部材に相
当する、平面視略H状の接合板7にて結合する施工方法
を例示して説明するが、本発明のパネル工法用軸組の吊
り込み治具1は、その実施例の施工形態のみに限定する
ものでなく、梁材2として木材による横架材を使用した
軸組であっても良い。
[0015] As a construction method using the hanging jig 1 of the panel construction frame according to this embodiment, the flanges 3b formed on both ends of the web 3a of the H-shaped section steel member 3 described in the prior art. 3b, a beam 2 having a wooden plate 4 provided on each surface and a pillar 5 made of wood are combined with the plate 4 of the beam 2.
An example of a method of joining with a joining plate 7 having a substantially H shape in plan view, which corresponds to a joining member nailed across the side surface and the side surface of the column member 5, will be described as an example. The hanging jig 1 of the frame is not limited to the construction form of the embodiment, and may be a frame using a horizontal member made of wood as the beam 2.

【0016】吊り込み治具1は、板金材である、例えば
板厚が大略0.4乃至0.6mm程度で巾寸法が大略1
0mmの鋼板材料製の長尺状の平板1bの一面に、図2
に示すように、多数の金属材料製接合片1aとして、引
き抜きに対して引っかかりとなる鍔部1cが一体形成さ
れたジベル鋲が列設されて形成され、このジベル鋲の基
端部分である平坦面が平板1bの略中心に溶着されてい
る。したがって、接合片1aを梁材2と柱材5とにそれ
ぞれ打ち込んだときに、応力が長尺状の平板1bのある
1箇所に集中して変形することが無い。また、平板1b
は上記の鋼板薄板材で形成されており、吊り込み治具1
の上から釘などの留め具を打ち込んで梁材2と柱材5と
を本結合するとき、平板1bへ直接打ち込まれても打ち
抜くことが可能であり、本結合用の留め具を打ち込む位
置を、吊り込み治具1の位置を気にすることなく設定出
来るようにしてある。
The hanging jig 1 is a sheet metal material, for example, having a thickness of about 0.4 to 0.6 mm and a width of about 1 mm.
On one surface of a long flat plate 1b made of a 0 mm steel sheet material, FIG.
As shown in FIG. 5, a large number of metal material joining pieces 1a are formed by arranging dozens of dovetail studs integrally formed with a flange portion 1c which catches against pulling out, and a flat end which is a base end portion of this dovetail stud is formed. The surface is welded to substantially the center of the flat plate 1b. Therefore, when the joining piece 1a is driven into the beam member 2 and the column member 5, respectively, stress does not concentrate on one place of the long flat plate 1b and is deformed. The flat plate 1b
Is made of the above-mentioned thin steel sheet, and the hanging jig 1
When the fastener 2 such as a nail is driven in from above, the beam member 2 and the column member 5 are permanently joined, it is possible to punch even if the fastener is directly driven into the flat plate 1b. It can be set without worrying about the position of the hanging jig 1.

【0017】吊り込み治具1は、図4に示すように、ク
レーン吊り込みする際には、前述したほぞピンが柱材5
へ挿入された後、吊り込み治具1の複数の接合片1aが
梁材2と柱材5とに例えば2つのものが打ち込まれてク
レーンで吊り込みされる。このとき、吊り込み治具1に
は曲げ力が働くが、従来使用されているかすがいの時の
ように、応力が長尺状の平板1bのある1箇所に集中す
ることがなく、したがって、平板1bもこの曲げ力によ
って変形しないので梁材2と柱材5から抜けることが無
い。
As shown in FIG. 4, when the crane is hung, the mortise pin 1
After that, a plurality of joining pieces 1a of the hanging jig 1 are driven into the beam member 2 and the column member 5 by, for example, two members and are suspended by a crane. At this time, a bending force acts on the hanging jig 1, but the stress does not concentrate on one place of the long flat plate 1b as in the case of the conventionally used scribing. Since the flat plate 1b is not deformed by the bending force, the flat plate 1b does not fall out of the beam member 2 and the column member 5.

【0018】図3、図4に示すように、吊り込み治具1
の多数の金属材料製接合片1aを梁材2と柱材5とにそ
れぞれ打ち込んで同梁材と柱材とを仮結合した後、梁材
2を吊り込んで柱材5を所定位置へ固定して軸組され、
次いで、建築用パネル8をパネル工法用軸組の吊り込み
治具1を覆うように配設する。そして、同建築用パネル
8に設けられた面材9を梁材2及び柱材5へ釘N等の留
め具にて固着する。その後、同面材9を介して梁材2と
柱材5とを本結合する接合板7を梁材2及び柱材5へ釘
着する。この場合、吊り込み治具1は、結合部として、
長尺状板金材の平板1b一面に多数の金属材料製接合片
1aを設けて仮結合時に同結合部を梁材2と柱材5とに
それぞれ打ち込んで梁材2及び柱材5を仮保持し、ま
た、建築用パネル8に設けられた面材9は、この吊り込
み治具1を覆うように梁材2及び柱材5へ設けられる。
しかし、面材9は、吊り込み治具1の平板1bの厚み分
だけ浮き上がるのみであり、木造建築物の気密化を低下
させるのが軽減される。
As shown in FIGS. 3 and 4, the hanging jig 1
After a large number of metal-made joining pieces 1a are driven into the beam member 2 and the column member 5, respectively, and the beam member and the column member are temporarily joined, the beam member 2 is suspended and the column member 5 is fixed at a predetermined position. And framed,
Next, the building panel 8 is disposed so as to cover the hanging jig 1 of the panel construction frame. Then, the face member 9 provided on the building panel 8 is fixed to the beam member 2 and the column member 5 with a fastener such as a nail N. Thereafter, a joining plate 7 for permanently connecting the beam 2 and the column 5 via the same surface 9 is nailed to the beam 2 and the column 5. In this case, the hanging jig 1
A large number of joining pieces 1a made of a metal material are provided on one surface of a flat plate 1b of a long sheet metal material, and at the time of temporary joining, the joints are driven into the beam members 2 and the column members 5, respectively, to temporarily hold the beam members 2 and the column members 5 Further, the face member 9 provided on the building panel 8 is provided on the beam member 2 and the column member 5 so as to cover the hanging jig 1.
However, the face material 9 only rises by the thickness of the flat plate 1b of the hanging jig 1, and it is possible to reduce the decrease in the hermeticity of the wooden building.

【0019】したがって、以上説明したパネル工法用軸
組の吊り込み治具1及びその施工方法によると、平板1
bの一面に多数の金属材料製接合片1aが設けられて形
成されたパネル工法用軸組の吊り込み治具1の結合部
が、梁材2と柱材5とにそれぞれ打ち込まれて同梁材2
と柱材5とが仮結合された後、梁材2を吊り込んで柱材
5を所定位置へ固定して軸組され、次いで、建築用パネ
ル8をパネル工法用軸組の吊り込み治具1を覆うように
配設した後、同建築用パネル8が梁材2及び柱材5へ固
着されるとともに梁材2と柱材5とが接合板7にて本結
合されるので、クレーン等による吊り込みが可能で、梁
材2と柱材5とを軸組みして建築用パネル設けて同建築
用パネル及び軸組間の気密性能を確保できる。なお、こ
の場合、建築用パネル8の面材9が軸組から浮き上がる
ことなく固着されて接合板7にて梁材2と柱材5とが本
結合されて、住宅の気密度を損なうこと無いレベルにで
きる。
Therefore, according to the hanging jig 1 of the frame for the panel construction method and the construction method described above, the flat plate 1
b, a joining portion of a hanging jig 1 of a panel construction frame formed by providing a large number of joining pieces 1a made of a metal material on one surface thereof is driven into a beam member 2 and a column member 5, respectively. Lumber 2
After the beam member 2 is suspended and the column member 5 is fixed to a predetermined position, the beam member 2 is suspended, and the column member 5 is fixed to a predetermined position. 1, the building panel 8 is fixed to the beam member 2 and the column member 5 and the beam member 2 and the column member 5 are fully joined by the joining plate 7, so that the crane, etc. The beam member 2 and the column member 5 are assembled into a shaft, and a building panel is provided, so that the hermetic performance between the building panel and the frame can be secured. In this case, the face member 9 of the building panel 8 is fixed without being lifted from the frame, and the beam member 2 and the column member 5 are permanently joined by the joint plate 7 without impairing the airtightness of the house. Level.

【0020】[0020]

【発明の効果】上述の如く、本発明の請求項1及び2記
載のパネル工法用軸組の吊り込み治具及びその施工方法
は、長尺状板金材の一面に多数の金属材料製接合片が設
けられて形成されたパネル工法用軸組の吊り込み治具の
結合部が、梁材と柱材とにそれぞれ打ち込まれて同梁材
と柱材とが仮結合された後、梁材を吊り込んで柱材を所
定位置へ固定して軸組され、次いで、建築用パネルをパ
ネル工法用軸組の吊り込み治具を覆うように配設した
後、同建築用パネルが梁材及び柱材へ固着されるととも
に梁材と柱材とが接合部材にて本結合されるので、クレ
ーン等による吊り込みが可能で、梁材と柱材とを軸組み
して建築用パネル設けて同建築用パネル及び軸組間の気
密性能を確保できる。
As described above, according to the first and second aspects of the present invention, there is provided a hanging jig for a panel construction frame assembly and a method for constructing the same, wherein a plurality of metal material joining pieces are provided on one surface of a long sheet metal material. After the connecting part of the hanging jig of the panel construction frame formed by being provided is driven into the beam material and the column material, respectively, the beam material and the column material are temporarily connected, and then the beam material is removed. After hanging and fixing the column material to a predetermined position, the frame is assembled. Then, after the building panel is arranged so as to cover the hanging jig of the panel construction frame, the building panel is mounted on the beam and the column. Since the beam and the column are fixed to the members and the beam and the column are permanently joined by the joining members, they can be hung by a crane or the like. The airtightness between the panel and the frame can be secured.

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

【図1】本発明のパネル工法用軸組の吊り込み治具を示
す斜視図である。
FIG. 1 is a perspective view showing a hanging jig of a panel construction frame assembly of the present invention.

【図2】同実施の形態のパネル工法用軸組の吊り込み治
具を示す図で、(a)は平面図、(b)は側面図であ
る。
FIGS. 2A and 2B are views showing a hanging jig of the panel construction frame according to the embodiment, wherein FIG. 2A is a plan view and FIG. 2B is a side view.

【図3】同実施の形態のパネル工法用軸組の吊り込み治
具の施工方法の一実施例の正面図である。
FIG. 3 is a front view of an example of a method for installing a hanging jig of the panel construction frame according to the embodiment.

【図4】同実施の形態のパネル工法用軸組の吊り込み治
具の施工方法の一実施例の側面図である。
FIG. 4 is a side view of an example of a method of installing a hanging jig of the panel construction frame according to the embodiment.

【図5】同実施の形態のパネル工法用軸組の吊り込み治
具の施工方法のクレーン吊り込みの説明図である。
FIG. 5 is an explanatory view of crane hanging in the method of installing the panel jig hanging jig of the embodiment.

【図6】建築用パネル一例を示す概略側面図である。FIG. 6 is a schematic side view showing an example of a building panel.

【図7】梁材の一例を示す概略正面図である。FIG. 7 is a schematic front view showing an example of a beam member.

【図8】本発明の従来例である梁と柱の接合構造を示
し、(a)は側面断面図、(b)は正面図である。
8A and 8B show a joint structure of a beam and a column according to a conventional example of the present invention, wherein FIG. 8A is a side sectional view and FIG. 8B is a front view.

【図9】同梁と柱の施工方法のクレーン吊りの説明図で
ある。
FIG. 9 is an explanatory view of hanging a crane in the method of constructing the beams and columns.

【符号の説明】[Explanation of symbols]

1 吊り込み治具 1a 接合片 1b 平板(長尺状板金材) 2 梁材 5 柱材 7 接合板 8 建築用パネル 9 面材 DESCRIPTION OF SYMBOLS 1 Hanging jig 1a Joining piece 1b Flat plate (long sheet metal material) 2 Beam material 5 Column material 7 Joining plate 8 Building panel 9 Face material

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 建築用パネルを配設するパネル工法用軸
組部材の梁材と柱材とを仮結合してクレーン吊り込みす
るパネル工法用軸組の吊り込み治具であって、 長尺状板金材の一面へ多数の金属材料製接合片を長手方
向に列設し、該接合片を仮結合時に梁材と柱材とにそれ
ぞれ打ち込む結合部としたパネル工法用軸組の吊り込み
治具。
1. A hanging jig for a panel construction frame for temporarily connecting a beam member and a column member of a panel construction frame member for arranging a building panel and suspending the crane. A hanging jig of a panel construction frame as a joining portion in which a large number of metal material joining pieces are arranged in a longitudinal direction on one surface of a sheet metal material, and the joining pieces are joined to a beam and a column at the time of temporary joining. Utensils.
【請求項2】 請求項1記載のパネル工法用軸組の吊り
込み治具の結合部を梁材と柱材とにそれぞれ打ち込んで
同梁材と柱材とを仮結合した後、梁材を吊り込んで柱材
を所定位置へ固定して軸組し、次いで、建築用パネルを
パネル工法用軸組の吊り込み治具を覆うように配設した
後、同建築用パネルを梁材及び柱材へ固着するととも
に、同建築用パネルを介して梁材と柱材とを接合部材に
て本結合するパネル工法用軸組の施工方法。
2. The connecting portion of the hanging jig of the panel construction method according to claim 1 is driven into a beam and a column, respectively, and the beam and the column are temporarily joined. After suspending and fixing the column material to a predetermined position to form a frame, and then arranging the building panel so as to cover the hanging jig of the panel construction frame, the building panel is connected to the beam and column. A method of constructing a panel construction frame that is fixed to a member and the beam member and the column member are permanently joined with a joining member via the building panel.
JP32319097A 1997-11-25 1997-11-25 Hanging-in jig for framework for paneling method Pending JPH11159146A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32319097A JPH11159146A (en) 1997-11-25 1997-11-25 Hanging-in jig for framework for paneling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32319097A JPH11159146A (en) 1997-11-25 1997-11-25 Hanging-in jig for framework for paneling method

Publications (1)

Publication Number Publication Date
JPH11159146A true JPH11159146A (en) 1999-06-15

Family

ID=18152077

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32319097A Pending JPH11159146A (en) 1997-11-25 1997-11-25 Hanging-in jig for framework for paneling method

Country Status (1)

Country Link
JP (1) JPH11159146A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103821377A (en) * 2014-03-10 2014-05-28 湖南金海钢结构股份有限公司 Steel-structured roof beam anti-downwarping angle control method and angle template control technology

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103821377A (en) * 2014-03-10 2014-05-28 湖南金海钢结构股份有限公司 Steel-structured roof beam anti-downwarping angle control method and angle template control technology
CN103821377B (en) * 2014-03-10 2017-10-27 湖南金海钢结构股份有限公司 Use the method for angle template contral steel structural roof beam downwarp

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