JPS63167826A - Construction method of composite building - Google Patents

Construction method of composite building

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Publication number
JPS63167826A
JPS63167826A JP31544786A JP31544786A JPS63167826A JP S63167826 A JPS63167826 A JP S63167826A JP 31544786 A JP31544786 A JP 31544786A JP 31544786 A JP31544786 A JP 31544786A JP S63167826 A JPS63167826 A JP S63167826A
Authority
JP
Japan
Prior art keywords
floor
side wall
concrete
insulating
lower floor
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.)
Granted
Application number
JP31544786A
Other languages
Japanese (ja)
Other versions
JPH0562178B2 (en
Inventor
及川 登
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP31544786A priority Critical patent/JPS63167826A/en
Priority to CN 87103631 priority patent/CN1014438B/en
Publication of JPS63167826A publication Critical patent/JPS63167826A/en
Publication of JPH0562178B2 publication Critical patent/JPH0562178B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、内部が木造で外部がコンクリート造シの複合
建築物の建築方法に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a method of constructing a composite building having a wooden interior and a concrete exterior.

従来技術と問題点 木造建築物は、工期が短かくてすむという利点、通風に
すぐれるという利点などを有しているが、工場生産され
た建築部材で堅牢に建築されている訳でないため、強度
上に問題があって外壁をコンクリート造シにするという
ことに困難があった。コンクリート建築物は、骨材がす
すべて鉄骨、鉄筋であり、かつコンクリート打設時に内
型枠、外型枠などを使用するだめ、頑丈な建築物が完成
するという利点を有するものの、内外両型枠の組立て及
び解体という作業を必要とすることや建築にクレーンの
如き機械類を使用すること等によって工期がどうしても
長くなるという不利や広い作業スペースを必要とすると
いう問題点を有している。
Conventional technology and problems Wooden buildings have the advantage of short construction times and good ventilation, but they are not built robustly using factory-produced building materials. It was difficult to use concrete for the exterior walls due to strength issues. Concrete buildings have the advantage that the aggregates are all steel frames and reinforcing bars, and that they do not require the use of internal or external formwork when pouring concrete, resulting in a sturdy building. This method has disadvantages such as the need for assembling and dismantling frames and the use of machinery such as cranes for construction, which inevitably lengthens the construction period and the need for a large work space.

本発明は、このような問題点に着目してなしたもので、
予め工場生産された所定の木造の建築部材を使用して、
内部が堅牢な木造で外部がコンクリート造シの複合建築
物を短期に完成しえると共に、クレーンなどの機械類を
使用せずとも建築できる複合建築物の建築工法の提案並
びに断熱性、防音性にすぐれる複合建築物が建築される
という有益な複合建築物の建築工法の提案を目的とする
。 − 問題点解決のだめの手段 本発明は、基礎上の適所に柱体を立設し、かつ該基礎の
内向張出部上にわたって断熱床パネルによる下階用断熱
床を架設し、該断熱床上に下階用コンクリートスラブを
建設し、該コンクリートスラブの周縁部上に複数枚の下
階川内型枠兼用断熱側壁パネルを断熱材を外側にしてか
つ空間部を内側にして並列立設せしめ、該断熱側壁パネ
ル上にわたって断熱天井パネルによる下階用断熱天井を
架設し、下階用外型枠と下階用内型枠兼用断熱側壁パネ
ルとの間及び断熱床の 弁上にコンクリートを打設して下階m7<−rンクリー
ト側壁及び上階用のコンクリートスラブを建設し、次い
で上階用の内型枠兼用断熱側壁パネルを断熱材を外側に
してかつ空間部を内側にして上階用コンクリートスラブ
の周縁部上に並列立設し、該断熱側壁パネル上にわたっ
て上階用の断熱天井を架設し、上階用外型枠と上階用の
内型枠兼用断熱側壁パネルとの間及び上階用断熱天井上
にコンクリートを打設して上階用のコンクリート側壁及
びさらに上階用のコンクリートスラブを建設し、以下上
記の下階建築工法を繰返光して順次に上階を建設し、最
上階のコンクリートスラブ上に屋根を設置した後外型枠
を解体するという手段を提案する。
The present invention was created by focusing on these problems.
Using predetermined wooden construction components pre-produced in a factory,
A composite building with a solid wooden interior and a concrete exterior can be completed in a short period of time, as well as a proposal for a construction method for a composite building that can be constructed without the use of machinery such as cranes, as well as improvements in heat insulation and soundproofing properties. The purpose of this paper is to propose a useful construction method for complex buildings that will lead to the construction of excellent complex buildings. - Means for solving the problem The present invention involves erecting columns at appropriate locations on the foundation, constructing an insulating floor for the lower floor using insulating floor panels over the inwardly extending portion of the foundation, and placing the insulating floor on top of the insulating floor. A concrete slab for the lower floor is constructed, and on the periphery of the concrete slab, a plurality of insulation side wall panels that also serve as lower floor formwork are erected in parallel with the insulation material on the outside and the space on the inside. An insulated ceiling for the lower floor is constructed using an insulated ceiling panel over the side wall panels, and concrete is poured between the outer formwork for the lower floor and the insulated side wall panel that also serves as the inner formwork for the lower floor and on the valve of the insulated floor. Construct the concrete slab for the lower floor m7<-r concrete side wall and the upper floor, then construct the upper floor concrete slab with the insulation side wall panel that also serves as the inner formwork with the insulation material on the outside and the space on the inside. The insulation ceiling for the upper floor is erected in parallel on the peripheral edge of the insulation side wall panel, and the insulation ceiling for the upper floor is constructed over the insulation side wall panel, and the insulation ceiling for the upper floor is installed between the outer formwork for the upper floor and the insulation side wall panel that also serves as the inner formwork for the upper floor. Concrete was poured on top of the insulation ceiling, concrete side walls for the upper floor and a concrete slab for the upper floor were constructed, and the upper floors were constructed one after another by repeating the above lower floor construction method. The proposal is to install the roof on top of the concrete slab on the top floor and then dismantle the external formwork.

作用効果 本発明は、断熱床パネル、断熱側壁パネル、断熱天井パ
ネルなど工場生産された均質な木造の建築部材を使用す
るので、堅牢な木造の建築物を建築でき、外部をコンク
リート造ヤにしても、内部の木造建築物が損傷する心配
がない。
Effects The present invention uses factory-produced homogeneous wooden building components such as insulated floor panels, insulated side wall panels, and insulated ceiling panels, so it is possible to construct a sturdy wooden building, and the exterior can be made of concrete. There is also no need to worry about damage to the internal wooden structure.

そして、それらの建築部材は、木質、断熱材などで構成
されていることによって軽量になり、クレーンなどの模
様を使用せずとも簡単に運び上げることができると共に
、断熱側壁パネルを内型枠と兼用せしめてコンクリート
打設に使用し、解体せずにその丑ま木造建築物として使
用する。従って、狭い作業スペースがあれば作業できる
と共に、断熱側壁パネルの不解体によって能率よく建築
でき、工期が短期間ですむという効果がある。また、建
築された複合建築物は、−面に断熱材が装着され、他面
に空間部が形成された断熱側壁パネルを、断熱材を外側
にしてかつ空間部を内側にして建築するので、外側の断
熱材による断熱効果のみならず、内側の空間部による断
熱効果、防音効果が発揮され、薦る断熱性能にすぐれ、
かつ防音性にすぐれるという効果を奏する。
These building components are made of wood, heat insulating materials, etc., making them lightweight, making them easy to transport without the use of cranes, etc., and using heat insulating side wall panels as inner formwork. It can also be used for concrete pouring, and used as a wooden building without being dismantled. Therefore, it is possible to work in a narrow work space, and the construction can be carried out efficiently by not dismantling the heat insulating side wall panels, which has the effect of shortening the construction period. In addition, the constructed composite building is constructed using a heat insulating side wall panel with a heat insulating material attached to one side and a space formed on the other side, with the heat insulating material on the outside and the space on the inside. Not only does the outer insulation material have a heat insulation effect, but the inner space also provides heat insulation and soundproofing effects, offering excellent insulation performance.
It also has the effect of having excellent soundproofing properties.

実施例 使用部材の構成、建築工法の順に説明する。Example The structure of the parts used and the construction method will be explained in this order.

基礎(1)は、特公昭53−9003号公報で提案され
ているように、多数の礎石(102)を連結板(103
)でボルト連結して構築すると共に、適所に内向張出部
(101)を突設し、断熱床(3)、その床上のコンク
リートスラブ(4)、そのスラブ上に敷設する土台(1
5)などを多数の内向張出部(101)上にわたって架
設するためアンカーポル) (16)を内向張出部(1
01)に上向植設し、そのボルトにナツトを螺合して断
熱床(3)等を架設する。基礎(1)の適所に柱体(2
)を立設し、下階用及び上階用コンクリート側壁(8)
及び(12)内に埋設せしめる。柱体(2)は、実公昭
58−41236号公報で周知の柱体或は第3図示の如
く平面角形枠体もしくは平面り字形枠体(201)を平
面り字形の多数の縦向アングル(202)で水平に固定
した構成、第11図示の如く平面打字形の縦向アングル
(202)を水平な取付板(201)に立設した構成な
どが考えられ、第3図示の前者の場合は、基礎(1)上
に下部を埋設して立設する立役手段を採用し、第11図
示の後者の場合は、基礎(1)に上向突設したアンカー
ポル) (203)に取付板(201)をす、ソト(図
示)で取付けて立設する立役手段を採用する。柱体(2
)を上記の如く枠体(201)とアングル(202)と
もしくはアングル(202)のみで構成するのは、打設
したコンクリートの流動性低下を防止して、コンクリー
トとの良好な密着性を確保するためである。
The foundation (1) is constructed by connecting a large number of foundation stones (102) with a connecting plate (103) as proposed in Japanese Patent Publication No. 53-9003.
), with inward overhangs (101) protruding at appropriate locations, a heat insulating floor (3), a concrete slab (4) on the floor, and a foundation (1) to be laid on the slab.
5) etc. over a large number of inward projecting parts (101), the anchor pole (16) is installed over a large number of inward projecting parts (101).
01), and screw nuts onto the bolts to construct the insulation floor (3), etc. Place the column (2) in place on the foundation (1).
) and concrete side walls (8) for the lower and upper floors.
and (12). The column (2) is a column known from Japanese Utility Model Publication No. 58-41236, or a plane rectangular frame or a plane rectangular frame (201) as shown in FIG. 202) is fixed horizontally, or as shown in Figure 11, a configuration in which a vertical angle (202) in the form of flat letters is erected on a horizontal mounting plate (201), etc. In the former case as shown in Figure 3, In the case of the latter shown in Figure 11, a mounting plate (203) is attached to the anchor pole (203) which is protruded upward from the foundation (1). 201) is installed vertically (as shown in the figure). Column (2
) is composed of the frame (201) and the angle (202) or only the angle (202) as described above to prevent the fluidity of the poured concrete from decreasing and ensure good adhesion with the concrete. This is to do so.

断熱床(3)は、木板(301’)の片面に囲枠(30
2)を繞設し、その囲枠内に発泡樹脂(たとえば、高圧
処理したウレタン樹脂)からなる断熱材(303)を充
填して構成すると共に、木板(301)の反対側面に不
図示の垂木を適数配設して構成した断熱床パネル(30
1)を、断熱材充填側を上向にして基礎(1)の内向張
出部(101)上わたって配置し、アンカーボルト(1
6)に通して架設することによ多構成する。下階用内型
枠兼用断熱側壁パネル(5)は、木板(501)の両面
に縦桟又は/及び横桟からなる桟木(502)を配設し
、かつ全周に縁枠(503)を繞設せしめ、さらに−面
に発泡樹脂(たとえばウレタン樹脂)からなる断熱材(
501)を充填し、かつ他面は複数本の機成する。この
断熱側壁パネル(5)は、コンクリート打設の際に使用
する内型枠を兼用するパネルで、通常の内型枠ならば、
打設コンクリートが固まれば解体するのであるが、この
断熱側壁パネル(5)は、解体することなく、複数本の
桟すことによって内壁として使用する。複数本の部(5
02)に空気層を形成でき、この空間部を防音層、断熱
層として利用できて、防音や断熱などの効果をたかめ得
る。内型枠兼用側壁パネル(5)は、下階用コンクリー
トスラブ(4)の周縁部上に周設した土台(15)に必
要に応じて釘打して止着し、かつこのパネル自体の縦側
縁等適宜部位に設けた柱(エフ)を土台(15)に釘打
ち、差込みなどで取付けることによって立設し、コンク
リートを打設しても崩形、倒壊などを惹起しないように
建築する。又、複数枚の内型枠兼用側壁パネル(5)は
、必ず相互に釘打して強固に止着接合して一体化する。
The insulated floor (3) has a surrounding frame (30
2), and the surrounding frame is filled with a heat insulating material (303) made of foamed resin (for example, high-pressure treated urethane resin), and rafters (not shown) are installed on the opposite side of the wooden board (301). A heat insulating floor panel (30
1) is placed over the inwardly extending part (101) of the foundation (1) with the insulation filling side facing upward, and the anchor bolt (1) is placed over the inwardly extending part (101) of the foundation (1).
6) It can be constructed in multiple ways by constructing it through. The insulating side wall panel (5) that also serves as an internal form for the lower floor has crosspieces (502) consisting of vertical and/or horizontal crosspieces on both sides of a wooden board (501), and a frame (503) around the entire circumference. A heat insulating material (for example, urethane resin) made of foamed resin (for example, urethane resin) is installed on the negative side.
501), and the other side is made up of multiple pieces. This insulating side wall panel (5) is a panel that also serves as the inner formwork used during concrete pouring, and if it is a normal inner formwork,
Once the poured concrete has hardened, it is dismantled, but this heat insulating side wall panel (5) is used as an inner wall by mounting a plurality of pieces without disassembling it. Multiple books (5
02) An air layer can be formed in the space, and this space can be used as a soundproofing layer and a heat insulating layer, thereby enhancing effects such as soundproofing and heat insulation. The side wall panel (5), which also serves as the inner formwork, is fixed by nailing as necessary to the foundation (15) installed around the peripheral edge of the concrete slab for the lower floor (4), and the vertical wall of this panel itself is fixed. The pillars (F) installed at appropriate locations such as the side edges are erected by nailing or inserting them into the foundation (15), and the building is constructed in such a way that it will not collapse or collapse even when concrete is poured. . Further, the plurality of side wall panels (5) that also serve as the inner formwork are always nailed together and firmly fastened together to be integrated.

断熱天井(6)は、下階用の天井で断熱天井パネル(6
01)及び下階用梁桁(18)で構成するが、該天井パ
ネル及び該梁桁の構造を先に説明する。断熱天井パネル
(601)は、木板(601)の片面周縁に囲枠(60
2)を繞設し、その囲枠内に発泡樹脂(たとえばウレタ
ン樹脂)からなる断熱材(603)を充填し、かつ囲枠
(602′)上に上階の土台(20)用ボルト(19)
を立設して構成し、断熱材充填側を上向にして梁桁(1
8)上に敷設密接せしめる。下階用梁桁(18)は、周
枠(1801)の対向枠間にわたって梁桁杆(1802
)を適数平行架設して構成し、内型枠兼用断熱側壁パネ
ル(5)上に架け、該断熱側壁パネルの縁枠(503)
に釘打ちによって止着接合し一体化する。そして、内型
枠兼用断熱側壁パネル(5)上に架設した梁桁(18)
上に断熱天井パネル(601)を敷設止着して断熱天井
(6)を構成する。
The insulated ceiling (6) is the ceiling for the lower floor and is made up of an insulated ceiling panel (6).
01) and a lower floor beam girder (18), the structure of the ceiling panel and beam girder will be explained first. The insulating ceiling panel (601) has a surrounding frame (60
2), the surrounding frame is filled with a heat insulating material (603) made of foamed resin (for example, urethane resin), and the bolts (19) for the upper floor foundation (20) are installed on the surrounding frame (602'). )
The beam girder (1
8) Lay it tightly on top. The beam girder (18) for the lower floor extends between the opposing frames of the surrounding frame (1801) with the beam girder rod (1802).
) are constructed by erecting an appropriate number of panels in parallel, and are placed over the heat insulating side wall panel (5) which also serves as the inner formwork, and the edge frame (503) of the heat insulating side wall panel
It is fixedly joined by nailing and integrated. Then, the beam girder (18) was constructed on the insulating side wall panel (5) which also serves as the inner formwork.
A heat insulating ceiling panel (601) is laid and fixed on top to form a heat insulating ceiling (6).

下階用及び上階用の外型枠(7)は、周知の外型枠と同
様の構造でよく、打設したコンクリートが固まシ次第解
体する。上階用の外型枠(7)は、下階用外型枠(7)
の上部に型枠板を連結して下階用外型枠(7)上に直接
延設するも、解体した下階用外型枠(7)を足場上に組
立てて上階用外型枠(7)として利用するも自由である
。コンクリート側(8)は、下階用であって上階の床と
なる上階用コンクリートスラブ(9)と一体に建設する
ようにする。
The outer formwork (7) for the lower and upper floors may have the same structure as the well-known outer formwork, and will be dismantled once the poured concrete has hardened. The outer formwork (7) for the upper floor is the outer formwork (7) for the lower floor.
Although a formwork board was connected to the top of the lower floor outer formwork (7) and extended directly onto the lower floor outer formwork (7), the lower floor outer formwork (7) that had been dismantled was assembled on the scaffolding and the upper floor outer formwork was installed. You are free to use it as (7). The concrete side (8) is for the lower floor and is constructed integrally with the upper floor concrete slab (9) which will be the floor of the upper floor.

上階用の内型枠兼用断熱側壁パネル(10)は、断熱材
(1001)、空間部(1002)、柱(22)などを
有する構造体で、下階用内型枠兼用断熱側壁パネル(5
)と同じ断熱構造のパネルである。複数枚の上記断熱側
壁パネル(10)は、断熱材(1001)側を外側にし
て、かつ空間部(1002)側を内側にして、上階用コ
ンクリートスラブ(9)の周縁部上に配設した上階の土
台(20)上に立設する。この場合の立役手段及び空間
部(1002)の利用法等は、下階用内型枠兼用断熱側
壁パネル(5)の立役手段及び中間部利用法などと同じ
で柱(22)を土台(20)上に立役等する。断熱天井
(1工)は、さらに上階に部屋を建設する場合には前記
下階用の断熱天井(6)と同様に構成するが、さらに上
階が屋根裏となる場合には下階用断熱天井(6)と異な
る構造に構成する。そこで、ここでは第9図示、第10
図示の如くさらに上階が屋根裏となる場合の断熱天井(
11)について説明する。断熱天井(11)は、格子状
又は梯子状に構成した上階用梁桁(21)を上階用内型
枠兼用断熱側壁パネル(10)上にわたって架設し、そ
の梁桁上に木板(1101)を張架せしめ、その木板上
に発泡樹脂からなる断熱材(1102)を設けて構成し
、この断熱材上にさらに上階用(屋根裏用)のコンクリ
ートスラブ(13)を建設する。なお、上階用梁桁(2
1)を上階用内型枠兼用断熱側壁パネル(10)上にわ
たって架設する手段は、上階用梁桁(21)の周枠又は
側枠を上階用内型枠兼用断熱側壁パネル(10)の縁枠
(不図示)に掛合する手段を採用する。そして、最後に
既製の屋根(14)をさらに上階用のコンクリートスラ
ブ(13)上に取付けて建築物を建設し、外型枠(7)
を解体する。そして、上階用梁桁(21)に天井張(1
103)を張設する。
The insulating side wall panel (10) for the upper floor that also serves as an inner form is a structure that has a heat insulating material (1001), a space (1002), a column (22), etc. 5
) is a panel with the same insulation structure. The plurality of heat insulating side wall panels (10) are arranged on the peripheral edge of the upper floor concrete slab (9) with the heat insulating material (1001) side facing outside and the space (1002) side facing inside. It will be erected on the foundation (20) of the upper floor. In this case, the upright means and how to use the space (1002) are the same as the upright means and how to use the middle part of the lower floor inner formwork and heat insulating side wall panel (5). ). The insulation ceiling (1 construction) is constructed in the same way as the insulation ceiling (6) for the lower floor when a room is constructed on the upper floor, but when the upper floor becomes an attic, the insulation ceiling for the lower floor is constructed. It has a structure different from that of the ceiling (6). Therefore, here, the 9th illustration and the 10th
As shown in the diagram, the insulation ceiling (when the upper floor becomes an attic)
11) will be explained. The insulating ceiling (11) is constructed by constructing a lattice-shaped or ladder-shaped upper floor beam girder (21) over the upper floor inner formwork-cum-insulating side wall panel (10), and placing wooden boards (1101) on the beam girder. ) is stretched, a heat insulating material (1102) made of foamed resin is provided on the wooden board, and a concrete slab (13) for the upper floor (for the attic) is further constructed on this heat insulating material. In addition, the beam girder for the upper floor (2
The means for constructing 1) over the upper floor inner formwork/insulating side wall panel (10) is to install the peripheral frame or side frame of the upper floor beam girder (21) over the upper floor inner formwork/insulating side wall panel (10). ) is adopted. Finally, the ready-made roof (14) is further attached to the upper floor concrete slab (13) to construct the building, and the outer formwork (7)
disassemble. Then, the ceiling tension (1
103).

次に建築工法を図示例の2階建建築物について説明する
Next, the construction method will be explained with reference to an illustrated example of a two-story building.

基礎(1)上の適所に柱体(2)を立設し、かつ該基礎
の内向張出部(101)上にわたって断熱パネル(30
1)による断熱床(3)を架設する。つbで、該断熱床
上に下階用コンクリートスラブ(4)を建設し、これが
終了しだら下階用コンクリートスラブ(4)の周縁部上
に土台(15)を介して複数枚の下階用内型枠兼用断熱
側壁パネル(5)を断熱材(501)を外側にして、か
つ空間部(502)を内側にして並列立役せしめる。複
数枚の上記断熱側壁パネル(5)の立役が終了したら、
それら断熱側壁パネル上にわたって断熱天井パネル(6
01)による下階用断熱天井(6)を架設する。
A column (2) is erected at an appropriate position on the foundation (1), and a heat insulating panel (30
Erect the insulated floor (3) according to 1). Step b: Construct a concrete slab for the lower floor (4) on the insulating floor, and once this is completed, a plurality of concrete slabs for the lower floor are placed on the peripheral edge of the concrete slab for the lower floor (4) via the foundation (15). The heat insulating side wall panels (5) that also serve as inner formwork are stood in parallel with the heat insulating material (501) on the outside and the space (502) on the inside. Once the multiple heat insulating side wall panels (5) have been erected,
Insulated ceiling panels (6
01) will be constructed for the lower floor insulated ceiling (6).

かくして上記断熱側壁パネル(5)をしっかシ立役した
後、下階用外型枠(7)と下階用内型枠兼用断熱側壁パ
ネル(5)との間及び断熱天井(6)上にコンクリート
を打設して下階用のコンクリート側壁(8)及び上階用
のコンクリートスラブ(9)を建設する。次いで、上階
用の内型枠革用断熱側壁パネル(10)を断熱材(10
01)を外側にして、かつ空間部(1002)を内側に
して土台(2o)を介をして上階用コンクリートスラブ
(9)の周縁部上に並列立設せしめる。その後上記断熱
側壁パネル(10)上にわたって上階用の断熱天井(1
1)を架設する。断熱天井(11)の架設が終了したら
、上階用外型枠(7)と上階用の内型枠兼用断熱側壁パ
ネル(10)との間及び上階用断熱天井(11)上にコ
ンクリートを打設して上階用のコンクリート側壁(12
)及びさらに上階用のコンクリートスラブ(13)を建
設し、最後にこのコンクリートスラブ上に屋根(14)
を設置した後残っている外型枠(7)を解体して建築を
終る。
After the heat insulating side wall panel (5) is firmly secured, concrete is placed between the outer formwork for the lower floor (7) and the heat insulating side wall panel serving as the inner form for the lower floor (5) and on the heat insulating ceiling (6). concrete side walls (8) for the lower floor and a concrete slab (9) for the upper floor. Next, the insulation side wall panels (10) for the inner formwork leather for the upper floor are covered with insulation material (10).
01) on the outside and the space (1002) on the inside, they are erected in parallel on the peripheral edge of the upper floor concrete slab (9) via the foundation (2o). Thereafter, the insulation ceiling for the upper floor (1
1) Erection. After the construction of the insulating ceiling (11) is completed, concrete is placed between the outer formwork for the upper floor (7) and the insulating side wall panel (10) which also serves as the inner formwork for the upper floor, and on the insulating ceiling for the upper floor (11). concrete side wall for the upper floor (12
) and a concrete slab (13) for the upper floor, and finally a roof (14) on top of this concrete slab.
After installing the outer formwork (7), the remaining outer formwork (7) is dismantled to complete the construction.

本発明建築工法は、図示例の2階建建築物の建築に制限
されるものではなく、3階以上の建築物を建築する場合
は、上記した下階(1階)建築工法を必要階数分だけ繰
返えせば、任意階層に建築することができ、最上階の断
熱天井を上記に説明した上階(2階)の断熱天井(11
)と同じく建設し、屋根を取付ければ、3階以上の任意
階層の複合建築物を建築できる。
The construction method of the present invention is not limited to the construction of the two-story building shown in the illustrated example. When constructing a building with three or more floors, the above-mentioned lower floor (first floor) construction method is applied to the required number of floors. By repeating only
), and if you attach a roof, you can build a complex building with any number of floors of three or more floors.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図(a)〜(e)は本発明建築工法の概説図、第2
図は基礎の平面図、第3図〜第9図は第2図の仮想円内
を部分的に表わした本発明建築工法の拡大斜視図で、第
3図は基礎、第4図は下階の断熱床、第5図は下階の側
壁、第6図及び第7図は下階用断熱天井、第8図は下階
用コンクリート側壁及び上階用コンクリートスラブ、上
階の側壁、第9図は上階のコンクリート側壁及び上階用
断熱天井、さらに上階のコンクリートスラブなどの建設
順を表わし、第10図は上階用断熱天井、さらに上階用
コンクリートスラブに屋根を取付けた状態を示す縦断正
面図、第11図は下階用尺上階用内型枠兼用断熱側壁パ
ネルの横断面図、第11図は基礎の他側を示す部分拡大
斜視図である。 図中、 (1)・・・基 礎 (101)・・・内向張出部 (2)・・・柱 体 (3)・・・断熱床 (301)・・・断熱床パネル (4)・・・下階用コンクリートスラブ(5)・・・下
階用内型枠兼用断熱側壁パネル(501)・・・M熱材 (502)・・・空間部 (6)・・・下階用断熱天井 (601)・・・断熱天井パネル (7)・・・下階用外型枠、上階用外型枠(8)・・・
下階用コンクリート側壁 (9)・・・上階用コンクリートスラブ(10)・・・
上階用内型枠兼用断熱側壁ノくネル(1001)・・・
断熱材 (1002)・・・空間部 (11)・・・上階用断熱天井 (12)・・・上階用コンクリート側壁(13)・・・
さらに上階用コンクリートスフプ特許出願人   及 
 川     登代 理 人  早  川  政  名
−一゛、−、、、、:、g;;/
Figures 1 (a) to (e) are schematic diagrams of the construction method of the present invention;
The figure is a plan view of the foundation, Figures 3 to 9 are enlarged perspective views of the construction method of the present invention partially showing the virtual circle in Figure 2, Figure 3 is the foundation, and Figure 4 is the lower floor. Figure 5 shows the side walls of the lower floor, Figures 6 and 7 show the insulation ceiling for the lower floor, Figure 8 shows the concrete side walls for the lower floor and the concrete slab for the upper floor, the side walls of the upper floor, Figure 9 The figure shows the construction order of the upper floor concrete side walls, the upper floor insulating ceiling, and the upper floor concrete slab. Figure 10 shows the upper floor insulating ceiling and the roof attached to the upper floor concrete slab. FIG. 11 is a cross-sectional view of a heat insulating side wall panel that also serves as an inner formwork for the lower floor and an upper floor, and FIG. 11 is a partially enlarged perspective view showing the other side of the foundation. In the figure, (1)... Foundation (101)... Inward overhang (2)... Column (3)... Insulating floor (301)... Insulating floor panel (4)...・Concrete slab for lower floor (5) ・Insulation side wall panel for lower floor that also serves as inner formwork (501) ・M thermal material (502) ・Space (6) ・Insulation for lower floor Ceiling (601)...Insulated ceiling panel (7)...Outer formwork for lower floor, outer formwork for upper floor (8)...
Concrete side wall for lower floor (9)... Concrete slab for upper floor (10)...
Insulating side wall panel for upper floor that also serves as internal formwork (1001)...
Insulation material (1002)...Space (11)...Insulating ceiling for upper floor (12)...Concrete side wall for upper floor (13)...
In addition, the patent applicant for the upper floor concrete floor
Kawa Toshiro Masato Hayakawa Masana-1゛,-,,,,:,g;;/

Claims (1)

【特許請求の範囲】[Claims] 基礎上の適所に柱体を立設し、かつ該基礎の内向張出部
上にわたって断熱床パネルによる下階用断熱床を架設し
、該断熱床上に下階用コンクリートスラブを建設し、該
コンクリートスラブの周縁部上に複数枚の下階用内型枠
兼用断熱側壁パネルを断熱材を外側にしてかつ空間部を
内側にして並列立設せしめ、該断熱側壁パネル上にわた
って断熱天井パネルによる下階用断熱天井を架設し、下
階用外型枠と下階用内型枠兼用断熱側壁パネルとの間及
び断熱天井上にコンクリートを打設して下階用のコンク
リート側壁及び上階用のコンクリートスラブを建設し、
次いで上階用の内型枠兼用断熱側壁パネルを断熱材を外
側にしてかつ空間部を内側にして上階用コンクリートス
ラブの周縁部上に並列立設し、該断熱側壁パネル上にわ
たって上階用の断熱天井を架設し、上階用外型枠と上階
用の内型枠兼用断熱側壁パネルとの間及び上階用断熱天
井上にコンクリートを打設して上階用のコンクリート側
壁及びさらに上階用のコンクリートスラブを建設し、以
下上記の下階建築工法を繰返えして順次に上階を建設し
、最上階のコンクリートスラブ上に屋根を設置した後外
型枠を解体することを特徴とする複合建築物の建築方法
A column is erected at an appropriate location on the foundation, an insulating floor for the lower floor is constructed using an insulating floor panel over the inward overhanging part of the foundation, a concrete slab for the lower floor is constructed on the insulating floor, and a concrete slab for the lower floor is constructed on the insulating floor. On the peripheral edge of the slab, a plurality of insulating side wall panels for the lower floor that also serve as inner formwork are erected in parallel with the insulation material on the outside and the space on the inside, and the lower floor is covered with an insulating ceiling panel over the insulating side wall panels. erect an insulated ceiling for the lower floor, and pour concrete between the outer formwork for the lower floor and the insulated side wall panels that also serve as the inner formwork for the lower floor, and on the insulated ceiling to create concrete side walls for the lower floor and concrete for the upper floor. Build a slab,
Next, the insulating side wall panels for the upper floor, which also serve as inner formwork, are erected in parallel on the periphery of the concrete slab for the upper floor, with the insulation material on the outside and the space inside, and the insulating side wall panels for the upper floor are placed over the insulating side wall panels. An insulated ceiling will be erected, and concrete will be poured between the outer formwork for the upper floor and the insulated side wall panel that also serves as the inner formwork for the upper floor, and on the insulated ceiling for the upper floor, and the concrete side wall for the upper floor and further Construct a concrete slab for the upper floor, then repeat the above lower floor construction method to construct the upper floors one after another, and after installing the roof on the top floor concrete slab, dismantle the outer formwork. A construction method for a complex building characterized by:
JP31544786A 1986-12-29 1986-12-29 Construction method of composite building Granted JPS63167826A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP31544786A JPS63167826A (en) 1986-12-29 1986-12-29 Construction method of composite building
CN 87103631 CN1014438B (en) 1986-12-29 1987-05-19 Method of construction of compound building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31544786A JPS63167826A (en) 1986-12-29 1986-12-29 Construction method of composite building

Publications (2)

Publication Number Publication Date
JPS63167826A true JPS63167826A (en) 1988-07-11
JPH0562178B2 JPH0562178B2 (en) 1993-09-07

Family

ID=18065477

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31544786A Granted JPS63167826A (en) 1986-12-29 1986-12-29 Construction method of composite building

Country Status (2)

Country Link
JP (1) JPS63167826A (en)
CN (1) CN1014438B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08225868A (en) * 1995-02-17 1996-09-03 Toyota Motor Corp Wear resistant chromium-base alloy

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012246720A (en) * 2011-05-31 2012-12-13 Misawa Homes Co Ltd Heat insulation structure of wooden building
CN103541444B (en) * 2013-10-30 2016-04-06 上海交通大学 For the insulation construction of high-low temperature environment simulation test box

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08225868A (en) * 1995-02-17 1996-09-03 Toyota Motor Corp Wear resistant chromium-base alloy

Also Published As

Publication number Publication date
JPH0562178B2 (en) 1993-09-07
CN1014438B (en) 1991-10-23
CN87103631A (en) 1988-07-13

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