JP3876423B2 - Building method, building structure and scaffolding pipe - Google Patents
Building method, building structure and scaffolding pipe Download PDFInfo
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- JP3876423B2 JP3876423B2 JP2004271733A JP2004271733A JP3876423B2 JP 3876423 B2 JP3876423 B2 JP 3876423B2 JP 2004271733 A JP2004271733 A JP 2004271733A JP 2004271733 A JP2004271733 A JP 2004271733A JP 3876423 B2 JP3876423 B2 JP 3876423B2
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この発明は、建築工法及び建築構造に関し、更に詳しくは低層木造部分を建築に於いて改良木造軸組工法と面材工法（ツーバイ工法）とを併用する建築工法及び建築構造に関する。 This invention relates to construction methods and building structures, more particularly to construction methods and building structures you for併and improvements Wooden construction method and face material construction method (Tsubai method) In building the low rise wooden parts.
現在木造建築としては、軸組工法が主流で、他に壁パネル工法があり、これらの中間に位置するものとして面材工法（ツーバイ工法）がある。木造軸組工法は、伝統をふまえた日本の気候風土に適した工法として広く実施されている。 As wooden construction, the frame construction method is the mainstream, and there is another wall panel construction method, and there is a face material construction method (two-by construction method) in the middle of these. The wooden frame construction method is widely implemented as a method suitable for the Japanese climate and climate based on tradition.
近年益々深刻化している大工技能者等の労働者不足、土地の高騰に伴う作業場・材料置き場が郊外においやられる等、建築職場の環境は悪化する傾向にある。 In recent years, the environment of architectural workplaces has been deteriorating, such as the lack of workers such as carpenters and technicians, which have become increasingly serious in recent years, and the workplaces and material storage areas that have been rising due to soaring land.
従来の軸組工法の全体工期は約１２０日で、工事の大半に当たるのは、墨付け、刻み、内部造作(下地工事)、木工事等であり、そのうち建て方から内外装、下地工事までの所要日数は少なくとも約５０日を要する。 The total construction period of the conventional shaft construction method is about 120 days, and the majority of the construction is inking, engraving, internal construction (underground construction), wood construction, etc., from how to build to the interior and exterior, under construction The required days take at least about 50 days.
従来木造建築物を所要地面に建て上げるには、該地面を約３０ｃｍ〜５０ｃｍの深さに掘起こし、玉砂利を敷いた後そこにコンクリート型枠とアンカー・ボルトとを設置し、該コンクリート型枠の中に生コンクリートを流し込み、該生コンクリートの硬化後該コンクリート型枠を取外し、該コンクリート型枠上に所要土台を設置している。しかし該地面を掘起こすのでその地盤周囲が軟弱化し、木造建築物にとっては不都合である。 Conventionally, in order to build a wooden building on the required ground, the ground is dug to a depth of about 30 cm to 50 cm, and then a concrete formwork and anchor bolts are installed there, and the concrete formwork is placed there. The ready-mixed concrete is poured into the container, and after the ready-mixed concrete is hardened, the concrete formwork is removed, and a required foundation is installed on the concrete formwork. However, since the ground is dug up, the surrounding area becomes soft, which is inconvenient for a wooden building.
又大工技能者等が有する技能をより効率的に生かし得る工法が要求され、特殊な技能を必要としない範囲での合理化が重要であり、地域の住宅様式、気候風土等に対応出来る設計及び仕様等、幅広い選択性を有することが要求される。 In addition, construction methods that can make more efficient use of the skills possessed by carpenters and technicians are required, and rationalization within the scope that does not require special skills is important, and design and specifications that can respond to local housing styles, climates, etc. It is required to have a wide selectivity.
更に大工技能者等の不足から、建築材の標準化や天井下地のセット化、工期の短縮化も要望されている。 Furthermore, due to the shortage of carpenters, etc., there is a demand for standardization of building materials, setting of ceiling bases, and shortening of the construction period.
加えて住宅、その他の現在実施されている暖房は、床暖房よりも天井から実施する場合が多い(下よりも上から暖房する)。しかし熱は下から上に上がる性質があるので、下を暖房する方が、暖房効果が大きい。 In addition, residential and other current heating is often done from the ceiling rather than floor heating (heating from above rather than from below). However, since heat has the property of rising from the bottom to the top, heating the bottom is more effective.
この発明は、低層木造建築に於いて改良木造軸組工法と面材工法（ツーバイ工法）とを併用する建築工法及び建築構造である。 This invention is a construction methods and building structures you for併and improvements Wooden construction method and face material construction method (Tsubai method) In the low-rise wooden buildings.
この発明の第1要旨は、所要地面を整地し、該整地地面に建築される所望木造建築物の平面According to a first aspect of the present invention, a plane of a desired wooden building is prepared by leveling a required ground and building on the leveled ground.
形状に応じて地墨を引く工程と、該整地地面にビニール・シートを敷く工程と、所要直径と長さとを有し、その平坦な上端から下端近くまで中空とし、その下端を逆円錐形とした円筒形中空管の管状壁内に一定間隔で複数本の鉄筋を埋設したコンクリ―ト・パイプ杭を該地墨の所望箇所で地耐力が必要な硬度を有する地盤に該円錐形下端が達するまで打ち込む工程と、該コンクリ―ト・パイプ杭の上部を破壊して内部の複数本の該鉄筋の上端部を露出させる工程と、該コンクリ―ト・パイプ杭上に、所要数の横鉄筋を所要間隔で配置した逆Ｔ字形コンクリ―ト成形型枠を配置し、該横鉄筋と、該コンクリ―ト・パイプ杭の該露出鉄筋の上端部とを絡ませて連結する工程と、該逆Ｔ字形コンクリ―ト成形型枠と該コンクリ―ト・パイプ杭内に生コンクリ―トを注入する工程と、該注入コンクリ―トが硬化後該逆Ｔ字形コンクリ―ト成形型枠を脱型してコンクリ―ト基礎本体を形成する工程と、該コンクリ―ト基礎本体上に外側面に一定間隔で空気溝を形成した土台を配置し、通柱、管柱の幅及び開口部が所要間隔以上である場合は、該土台、床組、小屋組、隅角部及び主要所要Ｔ字部に火打金物を設けて構造駆体(軸組)を構成する工程と、該構造駆体(軸組)に棟木及び垂木を設け、屋根及び下張材、火打金物及び下張材を取付ける工程と、洋間用大壁、和室用真壁、開口部用パネル等を取付けて外壁パネルを形成する工程と、防腐・防蟻処理後一階壁と一階床組とを形成する工程と、床補強、開口部補強及び床開口部を補強して二階床組を形成する工程と、天井野縁セットを取付ける工程と、大壁、方真壁、真壁、開口部用枠を取付けて内枠を形成する工程と、石膏ボード、所要設備機器、下地材を取付ける工程とから成る建築工法である。A step of drawing a sumi depending on the shape, a step of laying a vinyl sheet on the leveling ground, a required diameter and length, hollow from its flat upper end to near the lower end, and its lower end as an inverted cone A concrete pipe pile in which a plurality of reinforcing bars are embedded at regular intervals in the tubular wall of a cylindrical hollow pipe is connected to the ground having a hardness that requires a ground strength at a desired location of the ink. Driving until reaching the top, breaking the upper part of the concrete pipe pile and exposing the upper ends of the plurality of reinforcing bars inside, and the required number of horizontal bars on the concrete pipe pile A reverse T-shaped concrete forming mold having the gaps arranged at required intervals, and entangled and connected the horizontal reinforcing bars and the upper ends of the exposed reinforcing bars of the concrete pipe piles; Formed in the concrete formwork and the concrete pipe pile A step of injecting a concrete, a step of removing the inverted T-shaped concrete molding form after the injection concrete is cured to form a concrete base body, and a step on the concrete base body If the base with air grooves formed on the outer surface at regular intervals is placed, and the width and opening of the pillars and pipe columns are greater than the required spacing, the foundation, floor assembly, hut assembly, corner portion and main part A process of constructing a structural body (shaft assembly) by providing a fired metal in the required T-shaped part, a purlin and a rafter are provided in the structural body (shaft group), a roof and an underlaying material, a fired metal and an underlaying material Attaching a large wall for Western-style use, a true wall for a Japanese-style room, a panel for opening, etc. to form an outer wall panel, and a process for forming a first-floor wall and a first-floor set after antiseptic / anti-rust treatment , Floor reinforcement, opening reinforcement, the process of reinforcing the floor opening to form a two-story floor set, and the process of installing the ceiling edge set If, Daikabe, square Makabe, Makabe, a construction methods consisting of the steps of forming a inner frame is attached an opening for frame, gypsum board, the required equipment, a step of attaching a base sheet.
この発明の第２要旨は、所要整地地面の所望木造建築物の平面形状に応じて引かれた地墨The second gist of the present invention is a sumi drawn according to the planar shape of a desired wooden building on the required leveling ground.
の所望箇所で、所要直径と長さを有し、その平坦な上端から下端近くまで中空とし、円筒体の外壁内に一定間隔で複数本の鉄筋を埋設し、円錐形下端が地耐力に必要な地盤に該逆円錐形下端が達するまで打ち込まれたコンクリ―ト・パイプ杭と、該コンクリ―ト・パイプ杭の上部を破壊して露出した複数本の鉄筋に、水平基礎の両端から突出する複数本の鉄筋を連結した基礎本体と、該基礎本体上に設けられた土台と、該土台に設けられた通柱及び管柱と、該通柱に接続された胴差と、該管柱に接続された桁とを有する構造駆体（軸組）と、該構造駆体（軸組）に設けられた棟木、火打金物及び垂木と、且つ取付けられた屋根及び下張材と、洋間用大壁、和室用真壁、開口部用パネル等を取付けて形成される外壁パネルと、防腐・防蟻処理後形成された一階壁と一階床組と、床補強、開口部補強及び床開口部を補強して形成された二階床組と、該二階床組に取付けられた天井野縁セットと、大壁、方真壁、真壁、開口部用枠を取付けて形成された内枠と、取付けられた石膏ボード、所要設備機器及び下地材とから成る建築構造である。It has the required diameter and length, is hollow from its flat upper end to near the lower end, embeds multiple rebars at regular intervals in the outer wall of the cylinder, and the conical lower end is necessary for ground strength A concrete pipe pile driven into the ground until the lower end of the inverted conical shape reaches, and a plurality of reinforcing bars exposed by breaking the top of the concrete pipe pile, projecting from both ends of the horizontal foundation A foundation main body in which a plurality of reinforcing bars are connected, a foundation provided on the foundation main body, a through pillar and a pipe pillar provided on the foundation, a trunk difference connected to the through pillar, and a pipe pillar Structural structure (shaft assembly) having connected girders, purlins, fire metal and rafters provided on the structure body (shaft assembly), attached roof and underlaying material, and large for western use Exterior wall panel formed by attaching wall, true wall for Japanese-style room, panel for opening, etc., and after antiseptic / anticidal treatment A first floor wall and a first floor set, a second floor set formed by reinforcing the floor reinforcement, the opening reinforcement and the floor opening, and a ceiling edge set attached to the second floor set; It is an architectural structure comprising a wall, a square wall, a true wall, an inner frame formed by attaching an opening frame, an attached gypsum board, required equipment and a base material.
この発明の第２要旨は、 床板の仕上げ材の下に設けられたコンクリ―ト床内に給湯管を配置し、暖房を実施可能として成る請求項２記載の建築構造である。According to a second aspect of the present invention, there is provided the building structure according to claim 2, wherein a hot water supply pipe is arranged in a concrete floor provided under a floor board finishing material to enable heating.
（１）この発明に係る建築部材の製造法によれば、三階以下の低層木造建築に於いて、改良木造軸組工法と面材工法（ツーバイ工法）とを併用して工期を短縮する建築工法及び建築構造が得られる。 (1) According to the preparation of building components according to the present invention, in the low-rise wooden building of the third floor below, improvements Wooden construction method and face material construction method (Tsubai method) and combination of the construction period and shorten the Building construction method and building structure to be obtained.
（２）土台の外側面に一定間隔で空気溝を形成したので、外壁用パネルの内側と断熱材との間に空気が流通するので換気が良くなり、結露防止に格段の効果を有する。 (2) Since the formation of the air grooves at regular intervals on the outer surface of the soil base, ventilation since air flows between the inside and the insulation exterior wall panel is improved, it has a remarkable effect in preventing dew condensation .
この発明に係る請求項１記載の建築工法の実施例を図面について説明する。夫々所要長さ、幅及び厚みを有する土台１０、柱１２、胴差（通し柱に接しているもの）１４、桁（通し柱に接していないもの）１６及び火打金物１８等の構造躯体(軸組)Aの軸組の主要部材を製作する。該柱１２の一辺は、１０５ｍｍを標準とし、９０ｍｍ、１００ｍｍ、１２０ｍｍの角材等を自由に選択自在とする。 An embodiment of the construction method according to the first aspect of the present invention will be described with reference to the drawings. Structural frames (shafts) such as foundation 10, pillar 12, column difference (those in contact with through-column) 14, girders (those not in contact with through-column) 16 and fired metal 18 each having the required length, width and thickness Manufacture the main members of the A shaft group. One side of the pillar 12, a standard 105 mm, 90 mm, 100 mm, and freely choose freely 120mm angular materials such.
土台１０の外側面１０ａに一定間隔で空気溝１０ｂを形成したので、外壁用パネルＯＰの内側と断熱材との間に空気が流通するので換気が良くなり、結露防止に格段の効果を有する。Since the air grooves 10b are formed on the outer surface 10a of the base 10 at regular intervals, air flows between the inner side of the outer wall panel OP and the heat insulating material, so that ventilation is improved and the effect of preventing condensation is greatly improved.
該構造躯体(軸)Aに設けられる小屋組Bの桁１６、棟木２２、火打金物１８、垂木２４、束２６及び吊木受２８の各部材を製作する。次に夫々所要長さ、幅及び厚みを有する垂木２４、野地板３２等の屋根R用各部材を製作し、更に外壁用パネルOPを製作する。The members 16 of the roof set B, the purlin 22, the fired metal 18, the rafter 24, the bundle 26, and the hanging tree support 28 provided on the structural frame (shaft) A are manufactured. Next, each member for roof R, such as the rafter 24 and the field board 32, each having a required length, width and thickness, is manufactured, and further, an outer wall panel OP is manufactured.
夫々所要長さ、幅及び厚みを有する床根太３４、側根太３４ａ、端根太３４ｂ、合わせ床根太３４ｃ等の床組ＦＬを製作する。夫々所要長さ、幅及び厚みを有する火打金物１８等を取付けて間仕切り枠、天井下地材(野縁組)３０を取付けられる様にする。A floor set FL such as a floor joist 34, a side joist 34a, an end joist 34b, and a combined floor joist 34c each having a required length, width, and thickness is manufactured. The fired metal 18 having the required length, width, and thickness is attached so that the partition frame and ceiling base material (field edge group) 30 can be attached.
主要構造部材に用いる部材（柱１２、胴差１４、桁１６及び火打金物１８、屋根梁等）は、日本農林規格（JAS）に適合したものとし、土台１０は、日本工業規格（JIS）に定める加圧式防腐処理木材、又は日本農林規格（JAS）の防腐・防蟻処理又は防腐処理可能の表示の木材等で耐久性を有するものとする。The members used for the main structural members (posts 12, body differences 14, girders 16, fired metal 18, roof beams, etc.) shall conform to the Japanese Agricultural Standards (JAS), and the base 10 conforms to the Japanese Industrial Standards (JIS). Presence of pressure-type preservative treated wood or wood with a label indicating that Japanese agricultural and forestry standard (JAS) antiseptic / anticidal or antiseptic treatment is possible.
床根太３４、合わせ床根太３４ｃ、合わせ梁及び垂木２４等に用いる木材は、枠組組み壁工法構造製材の日本農林規格（JAS）に規定する甲種枠組材とし、床梁に用いる集成材は、構造用集成材とする。The wood used for the floor joists 34, the laminated floor joists 34c, the laminated beams and the rafters 24, etc. shall be class A frame materials specified in the Japanese Agricultural Standards of the framework wall construction method lumber. It is made of laminated lumber.
従って前述の通り、改良木造軸組部材の規格化と小点数化とによりCAD・CAMを介し工場でプレカット生産が容易となるので、プレカット材、パネル等の量産が可能となる。Therefore, as described above, pre-cut production at the factory is facilitated through CAD / CAM by standardizing and reducing the number of the improved wooden frame members, so that mass production of pre-cut materials and panels is possible.
図４〜１１に於いて、請求項２に記載する建築構造は、所要地面を平らに整地し、該整地地面G4 to 11, the building structure according to claim 2 flattens the required ground level, and the leveled ground G １1 に建築される所望木造建築物の平面形状に応じて地墨(生石灰粉)を引き、該整地地面GDraw ground ink (quick lime powder) according to the plan shape of the desired wooden building １1 にビニール・シートSを敷く。Lay vinyl sheet S on top.
次に直径１０ｃｍと長さ１ｍとを有し、その平坦な上端から下端近くまで直径５ｃｍを有する円筒形中空管４０ａとし、その下端を円錐形４０ｂとした円筒形壁体４０ｃ内に、一定間隔で複数本の鉄筋４２を埋設したコンクリート・パイプ杭４０の該円錐形下端４０ｂが該地墨の所望箇所で地耐力に必要な地盤GNext, a cylindrical hollow tube 40a having a diameter of 10 cm and a length of 1 m, having a diameter of 5 cm from the flat upper end to the vicinity of the lower end, and being fixed in a cylindrical wall body 40c having a lower end having a conical shape 40b. The conical lower end 40b of the concrete pipe pile 40 in which a plurality of reinforcing bars 42 are embedded at intervals is the ground G necessary for ground strength at the desired location of the ink. ２2 に達するまで打ち込んで基礎Bを形成する。Drive until you reach the base B.
図１０、１１に於いて、所要数の横鉄筋４６を埋設した台座４４を該コンクリート・パイプ杭４０上に置き、該コンクリート・パイプ杭４０の上部をハンマー等（図示せず）で叩いてコンクリートを破壊し、複数本の該鉄筋４６の上端部を露出させ、該横鉄筋４６と、該コンクリ―ト・パイプ杭４０の該露出鉄筋４２の上端該とを絡ませて連結する。 10 and 11, a pedestal 44 in which a required number of horizontal reinforcing bars 46 are embedded is placed on the concrete pipe pile 40, and the top of the concrete pipe pile 40 is hit with a hammer or the like (not shown) to provide concrete. The upper ends of the plurality of reinforcing bars 46 are exposed, and the horizontal reinforcing bars 46 and the upper ends of the exposed reinforcing bars 42 of the concrete pipe pile 40 are entangled and connected.
図４に於いて、外側面１０ａに一定間隔で空気溝１０ｂを形成した土台１０を台座４４上に設け、該土台１０上に通柱５２と管柱５４とを設け、該通柱５２と該管柱５４とに胴差５２ａを接続し、且つ、該管柱54と該管柱54とに桁54aを夫々接続して構造躯体(軸組)Aを構成する。In FIG. 4, a base 10 having air grooves 10 b formed at regular intervals on the outer surface 10 a is provided on a base 44, a through column 52 and a tube column 54 are provided on the base 10, and the through column 52 and the A structural frame (shaft assembly) A is configured by connecting a barrel difference 52a to the tube column 54 and connecting the beam 54a to the tube column 54 and the tube column 54, respectively.
該土台１０上に設けられる該通柱５２と該管柱５４との間に設けられる断熱材INと外壁パネルOPとの間に形成される間隙Gは、該土台１０の該外側面１０ａに一定間隔で該空気溝１０ｂと連通するので空気が流通して換気作用を有する。A gap G formed between the heat insulating material IN provided between the through pillar 52 provided on the base 10 and the tube pillar 54 and the outer wall panel OP is constant on the outer surface 10a of the base 10. Since it communicates with the air groove 10b at intervals, air flows and has a ventilation effect.
該通柱５２と該管柱５４の幅及び開口部が所要間隔以上である場合は、該土台１０、床組、小屋組C、隅角部及び主要な所要なＴ字部に火打金物１８を設けて歪みを防止する構成とし、該構造躯体（軸組）Aに棟木２２と垂木２４、火打金物１８及び垂木２４を設け、屋根Ｒ及び下張材ＲWhen the widths and openings of the through pillars 52 and the pipe pillars 54 are equal to or greater than the required distance, the fire metal 18 is placed on the base 10, the floor assembly, the cabin assembly C, the corners, and the main required T-shaped portions. The structure frame (shaft assembly) A is provided with a purlin 22 and a rafter 24, a fired metal 18 and a rafter 24, and a roof R and an underlay R. １1 を取付ける。Install.
外壁パネルＯＰは、洋間用大壁、和室用真壁、開口部用パネル等を取付けて成る。The outer wall panel OP is formed by attaching a large wall for western use, a true wall for a Japanese-style room, an opening panel, and the like.
防腐・防蟻処理後一階壁と一階床組とを形成し、床補強、開口部補強及び床開口部を補強して二階床組を形成し、天井野縁セットを取付け、大壁、方真壁、真壁、開口部用枠を取付けて内枠を形成し、最後に石膏ボード、所要設備機器、下地材を取付ける建築工法である。After the antiseptic / anticidal treatment, the first floor wall and the first floor set are formed, the floor reinforcement, the opening reinforcement and the floor opening are reinforced to form the second floor set, the ceiling edge set is attached, the large wall, It is a construction method that attaches square wall, true wall, and opening frame to form an inner frame, and finally attaches gypsum board, required equipment and base material.
請求項３に於いて、床板ＦＬの仕上材ＦＬThe finishing material FL of the floor board FL according to claim 3 １ 1 の下に設けたコンクリート床ＣＦ内に給湯管HPを配置し、暖房を実施可能とする。A hot water supply pipe HP is arranged in a concrete floor CF provided under the floor to enable heating.
該基礎B上に土台１０を設け、該土台１０に設けられた通柱５２と管柱５４とを有し、該通柱５２に接続された胴差５２ａと、該管柱５４に接続された桁54aとを有する構造躯体（軸組）Aとし、複数本の該鉄筋４６の上端部を露出させ、該上端部を該台座４４の該横鉄筋４６の先端部と絡ませて連結する。A base 10 is provided on the foundation B, and has a through column 52 and a pipe column 54 provided on the base 10, and a trunk difference 52 a connected to the through column 52 is connected to the tube column 54. A structural housing (shaft assembly) A having girders 54a is formed, and the upper end portions of the plurality of reinforcing bars 46 are exposed, and the upper end portions are entangled with the distal end portions of the horizontal reinforcing bars 46 of the base 44 and connected.
該構造躯体（軸組）Aは、棟木２２、火打金物１８及び垂木２４と、取付けられた屋根Ｒ及び下張材ＲThe structural frame (shaft assembly) A includes a purlin 22, a fired metal 18 and a rafter 24, an attached roof R and underlayment R １1 とを有する。そして洋間用大壁、和室用真壁、開口部用パネル等を取付けて形成された外壁パネルOPを有する。And have. And it has the outer wall panel OP formed by attaching the large wall for western-style, the true wall for Japanese-style rooms, the panel for openings, and the like.
更に、防腐・防蟻処理後形成された一階壁と一階床組と、床補強、開口部補強及び床開口部を補強して形成された二階床組と、該二階床組に取付けられた天井野縁セットと、大壁、方真壁、真壁、開口部用枠を取付けて形成された内枠と、取付けられた石膏ボード、所要設備機器及び下地材とから成る建築構造である。Furthermore, the first floor wall and the first floor set formed after the antiseptic / anticidal treatment, the second floor set formed by reinforcing the floor reinforcement, the opening reinforcement and the floor opening, are attached to the second floor set. The building structure is composed of a ceiling field edge set, a large wall, a square wall, a true wall, an inner frame formed by attaching an opening frame, an attached gypsum board, required equipment and a base material.
小屋組Ｃは、図13に示す通り、原則として屋根梁方式、束建て方式とし、垂木２４を受ける棟木２２、屋根梁は軸組工法及び枠組壁工法（合わせ梁等）の構成とし、小屋組C（桁、梁等）の補強は、天井梁（天井根太の合わせ梁）により実施し、柱間隔及び間口部が１８２０ｍｍ以上ある場合は、まくら梁を用いて補強する。As shown in FIG. 13, the roof group C is basically constructed of a roof beam system and a bundling system, and the purlin 22 that receives the rafters 24 and the roof beam are configured by a shaft construction method and a frame wall construction method (matching beams, etc.). C (girder, beam, etc.) is reinforced with ceiling beams (ceiling joists), and if there are more than 1820 mm between the columns and the front ends, they are reinforced with pillow beams.
図7に示す通り、請求項4に於いて、該床板ＦＬの仕上材ＦＬAs shown in FIG. 7, the finishing material FL of the floor board FL according to claim 4 １ 1 の下に設けたコンクリート床ＣＦ内に給湯管HPを配置し、暖房を実施可能とする。A hot water supply pipe HP is arranged in a concrete floor CF provided under the floor to enable heating.
A ・・・ 躯体構造（軸組）；
B ・・・ 基礎：
C ・・・ 小屋組；
PF ・・・ 足場パイプ；
OP ・・・ 外壁用パネル；
R ・・・ 屋根；
S ・・・ ビニール・シート；
１０ ・・・ 土台；
１０ａ ・・・ 外側面；
１０ｂ ・・・ 空気溝；
１２ ・・・ 柱；
１４ ・・・ 胴差；
１６ ・・・ 桁；
１８ ・・・ 火打金物；
２２ ・・・ 棟木；
２４ ・・・ 垂木；
２６ ・・・ 束；
２８ ・・・ 吊り木受け；
３０ ・・・ 天井下地材(野縁組)；
３２ ・・・ 野地板；
３４ ・・・ 床根太；
３４ａ ・・・ 側根太；
３４ｂ ・・・ 端根太；
３４ｃ ・・・ 合わせ根太；
４０ ・・・ コンクリート・パイプ杭：
４２ ・・・ 鉄筋；
４４ ・・・ 台座；
４６ ・・・ 横鉄筋；
５２ ・・・ 通柱；
５２ａ ・・・ 胴差；
５４ ・・・ 管柱；
５４ａ ・・・ 桁。
A ・ ・ ・ Frame structure (shaft assembly);
B ・ ・ ・ Basics:
C ... Hut group;
PF ... Scaffolding pipe;
OP ・ ・ ・ Panel for outer wall;
R ・ ・ ・ Roof;
S ... Vinyl sheet;
10 ... foundation;
10a ... outer surface;
10b ... air groove;
12 ... pillar;
14 ... trunk difference;
16 ... digit;
18 ・ ・ ・ Flamed metal;
22 ... purlin;
24 ... rafters;
26 ... a bundle;
28 ・ ・ ・ Suspended tree receptacle;
30 ・ ・ ・ Ceiling base material
32 ... field board;
34 ・ ・ ・ Floor joists;
34a ... side joist;
34b..
34c ... Matched joists;
40 ・ ・ ・ Concrete pipe pile:
42 ... rebar;
44 ... pedestal;
46 ・ ・ ・ Horizontal reinforcing bars;
52 ... pillars;
52a ... trunk difference;
54 ... tube pillar;
54a: Digit.
Claims (3)
該整地地面にビニール・シートを敷く工程と；
所要直径と長さとを有し、その平坦な上端から下端近くまで中空とし、その下端を逆円錐形とした円筒形中空管の管状壁内に一定間隔で複数本の鉄筋を埋設したコンクリ―ト・パイプ杭を該地墨の所望箇所で地耐力が必要な硬度を有する地盤に該円錐形下端が達するまで打ち込む工程と；
該コンクリ―ト・パイプ杭の上部を破壊して内部の複数本の該鉄筋の上端部を露出させる工程と；
該コンクリ―ト・パイプ杭上に、所要数の横鉄筋を所要間隔で配置した逆Ｔ字形コンクリ―ト成形型枠を配置し、該横鉄筋と、該コンクリ―ト・パイプ杭の該露出鉄筋の上端部とを絡ませて連結する工程と；
該逆Ｔ字形コンクリ―ト成形型枠と該コンクリ―ト・パイプ杭内に生コンクリ―トを注入する工程と；
該注入コンクリ―トが硬化後該逆Ｔ字形コンクリ―ト成形型枠を脱型してコンクリ―ト基礎本体を形成する工程と；
該コンクリ―ト基礎本体上に外側面に一定間隔で空気溝を形成した土台を配置し、通柱、管柱の幅及び開口部が所要間隔以上である場合は、該土台、床組、小屋組、隅角部及び主要所要Ｔ字部に火打金物を設けて構造駆体(軸組)を構成する工程と；
該構造駆体(軸組)に棟木及び垂木を設け、屋根及び下張材、火打金物及び下張材を取付ける工程と；
洋間用大壁、和室用真壁、開口部用パネル等を取付けて外壁パネルを形成する工程と；
防腐・防蟻処理後一階壁と一階床組とを形成する工程と；
床補強、開口部補強及び床開口部を補強して二階床組を形成する工程と；
天井野縁セットを取付ける工程と；
大壁、方真壁、真壁、開口部用枠を取付けて内枠を形成する工程と；
石膏ボード、所要設備機器、下地材を取付ける工程と；
から成る建築工法。 Leveling the required ground, and drawing indigo according to the planar shape of the desired wooden building constructed on the leveled ground;
Laying a vinyl sheet on the leveling surface;
A concrete having a required diameter and length, hollow from the flat upper end to near the lower end, and embedded with multiple rebars at regular intervals in the tubular wall of a cylindrical hollow tube with an inverted conical shape at the lower end. A step of driving a to-pipe pile into a ground having a hardness that requires ground strength at a desired location of the ink until the lower end of the conical shape reaches;
Breaking the upper part of the concrete pipe pile to expose the upper ends of the plurality of reinforcing bars inside;
On the concrete pipe pile, an inverted T-shaped concrete forming form in which a required number of horizontal reinforcing bars are arranged at required intervals is arranged, and the exposed reinforcing bars of the horizontal reinforcing bar and the concrete pipe pile are arranged. Entangled with the upper end of the tie and connecting;
Injecting raw concrete into the inverted T-shaped concrete mold and the concrete pipe pile;
Removing the inverted T-shaped concrete forming mold after the injection concrete is cured to form a concrete base body;
The concrete - DOO basis placing the foundation formed with air grooves at regular intervals on the outer surface on the body, when passing column, width and opening of the tubular column is at least the required spacing,該土table, bed sets, hut Constructing a structural body (shaft assembly) by providing a fire metal in the assembly, corner and main required T-shape;
A step of providing a purlin and a rafter on the structural driving body (shaft assembly), and attaching a roof and an underlining material, a fired metal and an underlining material;
Attaching a large western wall, a Japanese-style wall, an opening panel, etc. to form an outer wall panel;
Forming a first-floor wall and a first-floor floor after antiseptic and ant-repellent treatment;
Floor reinforcement, opening reinforcement and reinforcing the floor opening to form a second floor set;
A process for installing the ceiling edge set;
Attaching a large wall, square wall, true wall, and opening frame to form an inner frame;
A process of attaching gypsum board, required equipment and base material;
A construction method consisting of
該コンクリ―ト・パイプ杭の上部を破壊して露出した複数本の鉄筋に、水平基礎の両端から突出する複数本の鉄筋を連結した基礎本体と；
該基礎本体上に設けられた土台と；
該土台に設けられた通柱及び管柱と、該通柱に接続された胴差と、該管柱に接続された桁とを有する構造駆体（軸組）と；
該構造駆体（軸組）に設けられた棟木、火打金物及び垂木と、且つ取付けられた屋根及び下張材と；
洋間用大壁、和室用真壁、開口部用パネル等を取付けて形成される外壁パネルと；
防腐・防蟻処理後形成された一階壁と一階床組と；
床補強、開口部補強及び床開口部を補強して形成された二階床組と；
該二階床組に取付けられた天井野縁セットと；
大壁、方真壁、真壁、開口部用枠を取付けて形成された内枠と；
取付けられた石膏ボード、所要設備機器及び下地材と；
から成る建築構造。 In the desired location of the sumi drawn according to the plan shape of the desired wooden building on the required leveling ground, it has the required diameter and length, is hollow from the flat top end to near the bottom end, and inside the outer wall of the cylinder A concrete pipe pile in which a plurality of reinforcing bars are buried at regular intervals, and the conical lower end is driven until the inverted conical lower end reaches the ground necessary for the earth strength;
A foundation body in which a plurality of reinforcing bars protruding from both ends of a horizontal foundation are connected to a plurality of reinforcing bars exposed by breaking the upper part of the concrete pipe pile;
A foundation provided on the foundation body;
A structural driving body (shaft assembly) having a through pillar and a pipe pillar provided on the base, a trunk difference connected to the through pillar, and a girder connected to the pipe pillar;
A purlin, a fired metal and a rafter provided on the structural body (shaft assembly), and an attached roof and underlaying material;
An outer wall panel formed by attaching a large western wall, a Japanese-style wall, an opening panel, etc .;
1st floor wall and 1st floor set formed after antiseptic / anticidal treatment;
Floor reinforcement, opening reinforcement and a two-story floor assembly formed by reinforcing the floor opening;
A ceiling edge set attached to the second floor set;
An inner frame formed by attaching a large wall, a square wall, a true wall, and an opening frame;
With installed gypsum board, required equipment and base materials;
An architectural structure consisting of
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| CN102787648A (en) * | 2012-08-10 | 2012-11-21 | 上海理想家园工程营造有限公司 | Multi-functional quickly-constructed house die room plate structure system and construction method thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN102787648A (en) * | 2012-08-10 | 2012-11-21 | 上海理想家园工程营造有限公司 | Multi-functional quickly-constructed house die room plate structure system and construction method thereof |
| CN102787648B (en) * | 2012-08-10 | 2018-03-16 | 上海理想家园工程营造有限公司 | A kind of multi-functional fast house building mould room harden structure system and its construction method |
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