JP2008291575A - Assembled (fixed) building material of light gauge steel wall and the like, and its construction method - Google Patents

Assembled (fixed) building material of light gauge steel wall and the like, and its construction method Download PDF

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JP2008291575A
JP2008291575A JP2007139997A JP2007139997A JP2008291575A JP 2008291575 A JP2008291575 A JP 2008291575A JP 2007139997 A JP2007139997 A JP 2007139997A JP 2007139997 A JP2007139997 A JP 2007139997A JP 2008291575 A JP2008291575 A JP 2008291575A
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roof
wall
building
fixed
unit
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JP2007139997A
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Japanese (ja)
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Fusako Suzuki
房子 鈴木
Noriko Suzuki
紀子 鈴木
Maiko Mori
麻衣子 森
Noriko Takahashi
典子 高橋
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PD SYSTEM KK
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PD SYSTEM KK
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Abstract

<P>PROBLEM TO BE SOLVED: To solve the problems that there are a number of components and members, much labor is required for constructing processes, and breakage and damage often occur as a result of repetitive work for the members and components in transportation and storage management in the case of repetitive leasing work when using light gauge steel materials for temporarily constructing and then disassembling an office, a housing, a warehouse, a temporary house, or a building, in particular, and recycling the materials for constructing and then disassembling them again. <P>SOLUTION: Columns, principal rafters, beams and a main house for the framework of a building are omitted into a lighter weight. This allows compact transportation and storage and secures required strength when utilized for the building. The number of members and components are reduced to fall within a certain range, resulting in less damage (breakage) due to handling. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、建築物の各々部材をユニット化に構成、3−台輪と壁の11ー接合面を接合と同時に、a壁とb壁及び3−台輪を完全に(ロック)固設する構造と、施工方法に関するものである。   In the present invention, each member of the building is configured as a unit, and the 11-joint surface of the 3-wheel and the wall is joined simultaneously, and the a-wall, the b-wall, and the 3-wheel are completely fixed (locked). It relates to the structure and construction method.

通常の屋根材の施工は、母屋等の支持材の上に設置がなされているが、本発明は該支持材等を省いて軽量化し、尚地震・暴風等の災害に強い建築物の構造と施工方法の提供を目的としたものである。   The construction of ordinary roofing materials is carried out on a support material such as a main building, but the present invention reduces the weight by omitting the support material and the like, and the structure of the building is strong against disasters such as earthquakes and storms. The purpose is to provide a construction method.

従来より、主に鋼材等を使用する建築物は、軸組が柱・梁・合掌・母屋で構成されている。   Traditionally, buildings that mainly use steel or the like are composed of columns, beams, joints, and purlins.

尚、臨時に設営される仮設ハウス等は、本発明の建築物に比較して本体の部材・部品の点数が多く、組み立て、解体の作業に多くの時間を要し、輸送上の部材・部品の破損や痛みの消耗も激しく管理上にも、不都合が生じている。   Temporary houses, etc. that are set up temporarily have a larger number of parts and parts of the main body than the building of the present invention, and it takes a lot of time for assembly and dismantling work. Injuries and pain consumption are severe, and there are inconveniences in management.

上述の様な事態の改善策として、従来通りの工場生産で枠組のユニット化された壁等の部材を作り、それを固設する構造と施工方法が提案されている。
特開平07−317181号公報
As measures for improving the situation as described above, there have been proposed a structure and a construction method in which members such as a united wall of a framework are made by factory production as usual and fixed.
Japanese Patent Application Laid-Open No. 07-317181

解決しようとする問題点は、従来から特に再利用の為の移設が必要な仮設ハウスの構成は軸組工法で、柱・梁・合掌の軸組と床・壁・屋根・建具等の部材・部品等の点数が多い為、大きな施工労力を要すると言う課題がある。   The problem to be solved is that the construction of a temporary house that needs to be relocated especially for re-use is a frame construction method, and the columns / beams / joint frames and the members such as floor / wall / roof / joint / There is a problem that a large construction labor is required due to the large number of parts.

移設可能なハウスの場合、必要に応じて、建設→解体→輸送→管理→輸送再び建設の作業が繰り返し行われるので、結果生じる様々な部材・部品の破損等や消耗が激く、維持が困難と言う課題がある。   In the case of a relocatable house, construction → dismantling → transport → management → transport The construction work is repeated again, so the damage and consumption of various components and parts resulting from it are severe and difficult to maintain. There is a problem to say.

本発明は、壁施工(工程)は壁部材を枠組のユニットに構成して、従来型の柱・梁・合掌等の軸組を省き、部材・部品の点数を減らし軽量化した構造で尚必要な強度維持ができる手段の構造を講じた。   In the present invention, the wall construction (process) is still necessary with a structure in which the wall member is configured as a frame unit, the conventional columns, beams, joints, etc. are omitted, the number of members and parts is reduced, and the weight is reduced. The structure of the means that can maintain the strength is taken.

屋根伏せ施工(工程)はアーチ形状のスチール鋼板を屋根ユニットに構成して、従来型屋根板を支える合掌、母屋を省き、必要な強度維持が可能な構造の手段を構成した。   The roof covering construction (process) consists of an arch-shaped steel steel plate as a roof unit, a structure that can maintain the required strength, omitting the palms and purlins that support the conventional roof plate.

本発明は、単体で耐震・暴風等の災害に強い壁面ユニットを、固設された台輪複数個、固定することにより、建築物全体の強度が上述の様な災害に強い建築物の構築が容易になった。   In the present invention, a single wall unit that is resistant to disasters such as earthquake resistance and storms is fixed, and a plurality of fixed trolleys are fixed. It became easy.

建築物の部材・部品ユニットの構造を軽量・簡単に構成して、更に施工も容易で上述のように繰り返し使用する場合の扱いが、迅速に行なえる。   The structure of the building member / part unit is light and easy to construct, and the construction is also easy and can be handled quickly when used repeatedly as described above.

上述の様な、従来型に比較して柱・梁・合掌・母屋等を省き主に鋼製の枠組ユニット構造に構成しているので、解体・輸送・保管上、該部材・部品ユニットの破損や痛みが少なく管理上経済的である。   Compared to the conventional type as described above, it is mainly composed of a steel frame unit structure without pillars, beams, joints, purlins, etc., so that the member / part unit is damaged during dismantling, transportation and storage. There is little pain and management is economical.

アーチ形状の波板屋根の採用の結果、天井が広く、室内はすっきりと広い空間で、外見はアーチ型で美観的にもモダンな雰囲気の効果がある。   As a result of adopting the arched corrugated roof, the ceiling is wide, the room is clean and spacious, the appearance is arched, and it has the effect of an aesthetically modern atmosphere.

屋根部材の構造をアーチ形状のユニットに構成することにより、積雪・風等の荷重にも強く、従って合掌・母屋の支え材の必要がなく、必要な強度を確立して、安全で建築費用も安価で、その上モダンな屋根のハウスを提供するものである。   By constructing the structure of the roof member in an arch-shaped unit, it is strong against loads such as snow and wind, so there is no need for supporters for palms and purlins, establishing the necessary strength, safe and costly to build It provides an inexpensive, modern house with a modern roof.

建築物本体を大きな部材、部品に構成して、該部材、部品の相互の接合部分を簡単な構造で台輪(土台)と壁、壁と屋根を接合して、迅速に組み立てる(固設)施工方法を実現した。   The building body is composed of large members and parts, and the joints between the members and parts are joined to each other with a simple structure by joining the pedestal (base) to the wall, the wall and the roof, and quickly assembled (fixed). Realized the construction method.

本発明の1実施例にかかる、ユニット化した建築物の部材の構造と、組み立て(固設)施工方法を再度、図面の符号に基づき詳細に説明する。   The structure of the unitized building member and the assembly (fixed) construction method according to one embodiment of the present invention will be described again in detail based on the reference numerals of the drawings.

符号(以下符号文字を省略する)基礎等の上に設置する3−台輪の上にa壁ユニットの11−台輪接合枠面を5−ボルト・ナットで設置(固設)順次、壁ユニットaの12ー接合枠面の2−異形穴部分の拡大穴部分に、壁ユニットbの10ー接合枠面の1−突起部分を挿入、両方の枠面を併せて壁ユニットbをスライドしながら、降下し壁ユニットaに続いて壁ユニットbを3−台輪に固設作業を順次繰り返し、(壁、出入り口・窓・換気口等必要に構成したユニット)壁の設置は完了する。   Code (hereinafter abbreviated code letters) 3-Installed on the foundation, etc. 3-Install the 11-trolley joint frame surface of the wall unit on the pedestal with 5 bolts and nuts (fixed) wall unit Insert the 1-projection part of the 10-joint frame surface of the wall unit b into the enlarged hole part of the 2-shaped hole part of the 12-joint frame surface of a, while sliding the wall unit b together with both frame surfaces Then, the wall unit “b” is lowered and the wall unit “b” is fixed to the 3-wheels in order, and the installation of the wall is completed (units configured as necessary, such as walls, doorways, windows, ventilation openings).

つづいて、スチール製波板のアーチ形状に型成された、6−アーチ形状屋根ユニットを(通常の屋根材を支える必要な強度に応じた建築物の梁・母屋)梁・母屋等の支えを必要とせず、ストレートに、8−壁の上縁から相互に向かい合う8−壁の上縁へ虹の懸け橋の様に長手方向の先端を9−ボルト・ナットで接合(固設)して屋根伏せ設置は完了する。   Next, a 6-arch roof unit formed into a steel corrugated arch shape (building beams and purlins according to the required strength to support ordinary roofing materials) supports beams, purlins, etc. It is not necessary, and the roof is covered with 9-bolts and nuts (fixed) in the longitudinal direction straight from the upper edge of the 8-wall to the upper edge of the 8-wall facing each other like a rainbow suspension bridge. Installation is complete.

は台輪ユニットと壁ユニットの接合部分のA壁・B壁の側面を示す図である。These are figures which show the side surface of A wall and B wall of the junction part of a cradle unit and a wall unit. は台輪と壁・壁と屋根の接合(一部拡大)部分を示す断面の詳細図である。These are the detailed drawings of the cross section which show the joining (partially enlarged) part of a base ring, a wall, a wall, and a roof. はスチール製、アーチ形状波板を示す詳細図である。FIG. 4 is a detailed view showing an arch-shaped corrugated plate made of steel.

符号の説明Explanation of symbols

1 壁と壁の接合異形穴
2 壁と壁の接合突起物
3 台輪(土台)
4 壁と台輪接合穴
5 台輪と壁の固設ボルト、ナット
6 アーチ形状スチール製、波板屋根ユニット
7 波板ユニット屋根の長手方向の両端部
8 壁枠の上縁部
9 壁上縁部と屋根の長手方向の両端部との固設ボルト、ナット
10 B壁下部
11 A壁枠との接合面
12 B壁枠との接合面
13 A枠下部
14 アーチ形状スチール屋根ユニット側断面
15 6ー屋根の平面図
16 A壁
17 B壁
18 壁枠上縁の屋根接合穴
1 Wall-to-wall joint deformed hole 2 Wall-to-wall joint projection 3 Carriage (base)
4 Wall and trolley joint holes 5 Bolt and wall fixing bolts and nuts 6 Arched steel, corrugated roof unit 7 Ends in the longitudinal direction of corrugated sheet roof 8 Upper edge of wall frame 9 Wall upper edge Bolts and nuts fixed at both ends in the longitudinal direction of the roof and the roof 10 B lower part of the wall 11 Joint surface with the A wall frame 12 Joint surface with the B wall frame 13 A lower part of the frame 14 Side cross section of the arch-shaped steel roof unit 15 6 -Plan view of the roof 16 A Wall 17 B Wall 18 Roof joint hole at the upper edge of the wall frame

Claims (2)

軸組が型鋼の建築物において、(以下図面と符号で説明する)耐震等に応じた強度な構造のユニット化に構成された13ーA壁部材枠下部側面との3ー台輪、4ー接合穴を介して5−ボルト・ナットで該台輪に固設、再びA壁部材枠側面、11ーA面の1−異形穴にB壁部材枠側面、12ーBの側面の2−突起物を挿入して、相互の面を接合後b壁をスライド状態で降下して3−台輪に接合、再び4−台輪穴と3−台輪を5−ボルト・ナットを介して(固設)組み立てる工程を繰り返すことを特徴とする、軽量型鋼の壁等の組み立て建材(固定)と施工方法。   13-A wall member frame lower side face constructed with a unit of strong structure according to earthquake resistance (explained with drawings and reference numerals below) in a steel frame building It is fixed to the base ring with 5-bolts and nuts through the joint holes. Again, the side wall surface of the A wall member, 11-A surface 1-shaped hole in the B wall member frame side surface, 12-B side surface 2-projection Insert the object, join the mutual surfaces, slide down the b wall and join it to the 3-wheel, and again connect the 4-wheel hole and 3-wheel through the 5-bolt and nut (fixed) E) Assembly building materials (fixing) such as lightweight steel walls and construction methods, characterized by repeating the assembly process. 請求項1、に記載の建築物の6−屋根ユニットを長手方向アーチ形状(スチール波板)の構造に構成した、該6−屋根ユニット7−長手方向両端を建築物の8−壁枠の上縁部に設置するが、(通常は屋根板長手方向の中間の桁方向幅に屋根荷重に耐えるのに、必要な支えの母屋材を設ける〔但し従来より桁幅が小さい場合の支えは必要としない〕)該6−屋根ユニットの支える為の母屋材等の支えを設置すること無く、アーチ形状波板自体の耐久力で、虹の架け橋の様な形状で7−屋根の長手方向両端のみを接合、9−ボルト・ナットで、固設され、但し6−アーチ状屋根ユニットは、本体屋根の長さに比例した適切な板厚で、屋根荷重に必要な強度を満たすことを特徴とする、軽量型鋼の壁等の組み立て建材(固定)と施工方法。   The 6-roof unit of the building according to claim 1 is configured in a longitudinal arch shape (steel corrugated sheet) structure, the 6-roof unit 7-both ends in the longitudinal direction are above the 8-wall frame of the building It is installed at the edge, but (usually, it is necessary to provide the main building of the support that is necessary to withstand the roof load in the middle girder width in the longitudinal direction of the roof panel. 6) Without installing support such as purlins to support the 6-roof unit, with the durability of the arched corrugated sheet itself, in the shape of a rainbow bridge, 7-only the longitudinal ends of the roof Bonded, fixed with 9-bolts and nuts, except that the 6-arched roof unit meets the strength required for roof load with an appropriate plate thickness proportional to the length of the main roof, Assembly building materials (fixation) such as lightweight steel walls and construction methods.
JP2007139997A 2007-05-28 2007-05-28 Assembled (fixed) building material of light gauge steel wall and the like, and its construction method Pending JP2008291575A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113605568A (en) * 2021-07-16 2021-11-05 江苏富源广建设发展有限公司 Heat-insulation structural wall with light steel keels embedded in LSP plates and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113605568A (en) * 2021-07-16 2021-11-05 江苏富源广建设发展有限公司 Heat-insulation structural wall with light steel keels embedded in LSP plates and construction method thereof

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