JPH035452B2 - - Google Patents

Info

Publication number
JPH035452B2
JPH035452B2 JP13348283A JP13348283A JPH035452B2 JP H035452 B2 JPH035452 B2 JP H035452B2 JP 13348283 A JP13348283 A JP 13348283A JP 13348283 A JP13348283 A JP 13348283A JP H035452 B2 JPH035452 B2 JP H035452B2
Authority
JP
Japan
Prior art keywords
concrete
reinforcing bars
side wall
temporary frame
steel frames
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.)
Expired
Application number
JP13348283A
Other languages
Japanese (ja)
Other versions
JPS6026738A (en
Inventor
Akira Muroboshi
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 JP13348283A priority Critical patent/JPS6026738A/en
Publication of JPS6026738A publication Critical patent/JPS6026738A/en
Publication of JPH035452B2 publication Critical patent/JPH035452B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Residential Or Office Buildings (AREA)

Description

【発明の詳細な説明】 本発明は鉄筋又は鉄骨小家屋、店舗等建造物の
建築方法に関するもので、現場に於いて簡単に構
築することのできる新規建築方法を提唱すること
を目的とするものである。
[Detailed Description of the Invention] The present invention relates to a construction method for buildings such as reinforced or steel-framed small houses and stores, and its purpose is to propose a new construction method that can be easily constructed on-site. It is.

従来、鉄筋又は鉄骨住宅等を構築する場合は鉄
筋等を組んだ後、仮枠を付設してその間にコンク
リートを流し込み、コンクリートが固化した後、
仮枠を外して建物の床部や壁部を構成していた
が、特に壁部を構成する場合には鉄筋等を挟んで
壁の両側に仮枠を設けなければならない為、仮枠
材料の使用量が多くなると同時に、多大なその付
設作業時間を要するもので生産コストが高騰する
ものであつた。
Conventionally, when constructing reinforced steel or steel-framed houses, etc., after setting up the reinforcing bars, etc., a temporary frame was attached and concrete was poured between them, and after the concrete had hardened,
Temporary frames were removed to construct the floors and walls of buildings, but in particular when constructing walls, temporary frames must be installed on both sides of the wall with reinforcing bars etc. In addition to increasing the amount used, a large amount of time was required for the installation work, which led to a rise in production costs.

加えて壁部を構築する場合、足場を組んでの高
所作業が殆んどである為、作業の危険率が高くな
り作業性が極めて悪いものであつた。
In addition, when constructing walls, most work is done at heights using scaffolding, which increases the risk of work and makes work extremely difficult.

本発明は上記問題の解消を計ると共に、現場施
工の可能な新規建築工法を提供せんとするもの
で、特に小住宅や店舗等の建造に好ましい建築工
法である。
The present invention aims to solve the above-mentioned problems and to provide a new construction method that can be constructed on-site, and is particularly suitable for constructing small houses, stores, etc.

以下、本発明の小住宅等の建築方法を図面に従
つて工程順に説明する。
Hereinafter, the method of constructing a small house, etc. according to the present invention will be explained step by step with reference to the drawings.

第1図は床面コンクリートの打設状態を示す
もので、基礎1の上端に仮枠2を設けてその上
に鉄筋3を組んだ後、生コンクリートを流し込
み、コンクリート床4を構成したものである。
このコンクリート床4の床面には建造物の個々
により、孔部5や段差部6が有る。
Figure 1 shows the state of pouring concrete for the floor. After a temporary frame 2 is installed on the upper end of the foundation 1 and reinforcing bars 3 are set on top of it, ready-mixed concrete is poured to form the concrete floor 4. be.
The floor surface of this concrete floor 4 has holes 5 and stepped portions 6 depending on each building.

次に上記孔部5上面を板材7で塞ぎ、また大
きい段差部6は仮枠8を設けて床面をほゞ平坦
にした後、該コンクリート床4の上面にビニル
シート9を敷設する。
Next, the upper surface of the hole 5 is closed with a plate 7, and a temporary frame 8 is provided for the large stepped portion 6 to make the floor surface substantially flat, and then a vinyl sheet 9 is laid on the upper surface of the concrete floor 4.

然してコンクリート側壁10,10をこの上
に横倒した状態で造成する。
However, the concrete side walls 10, 10 are laid down on top of this.

このときコンクリート床4の面積が狭い場合
は、コンクリート側壁10の1側分のみを造
る。
At this time, if the area of the concrete floor 4 is narrow, only one side of the concrete side wall 10 is constructed.

上記ビニルシート9上にコンクリート側壁の
周囲を形成する為に仮枠11を設け、出入口孔
及び窓孔等の孔部12に側壁10の厚さと等し
い肉厚の発泡スチロール樹脂板13を敷設した
後、鉄筋14を所要長さの連結端部を残した状
態で組み、生コンクリートを流し込み、コンク
リート側壁10,10を構成する。(第2図参
照) 上記コンクリート側壁10,10が固化した
後、その上面にビニルシート15を敷設し、こ
の上に更に残りの側壁16,16を造成する。
A temporary frame 11 is provided on the vinyl sheet 9 to form the periphery of the concrete side wall, and a styrofoam resin plate 13 with a wall thickness equal to the thickness of the side wall 10 is laid in the holes 12 such as entrance holes and window holes. The reinforcing bars 14 are assembled with connecting ends of a required length remaining, and ready-mixed concrete is poured to form the concrete side walls 10, 10. (See FIG. 2) After the concrete side walls 10, 10 are solidified, a vinyl sheet 15 is laid on top thereof, and the remaining side walls 16, 16 are further constructed on top of this.

この場合、両コンクリート側壁10,10間
の隙間17等には発泡スチロール樹脂板18を
詰め込み上面をできるだけ平坦にする。
In this case, a foamed polystyrene resin plate 18 is stuffed into the gap 17 between the two concrete side walls 10, 10 to make the upper surface as flat as possible.

上記ビニルシート15上にコンクリート側壁
の周囲を形成する為の仮枠19、窓孔20を形
成する為の仮枠21を設けて鉄筋22を組んだ
後、生コンクリートを所定厚に流し込み、コン
クリート側壁16,16を横倒した状態で構成
する。(第3図参照) 最上段のコンクリート側壁が固化した状態
で、順次クレーンに依つてコンクリート側壁1
0,10,16,16を吊り、ビニルシート
9,15及び仮枠11,19,21等を外して
所定位置に起立せしめると共に、予め、コンク
リート床4及び各コンクリート側壁10,1
0,16,16の周側部から突出せしめた鉄筋
3,14,22の端部を溶接固着し、コンクリ
ート床4上にコンクリート側壁10,10,1
6,16を立設する。(第4図参照) コンクリート床4と各コンクリート側壁1
0,10,16,16の各隅部接合部はコンク
リート又はモルタル等を突き込んで仕上る。
After providing a temporary frame 19 for forming the periphery of the concrete side wall and a temporary frame 21 for forming the window hole 20 on the vinyl sheet 15 and assembling reinforcing bars 22, ready-mixed concrete is poured to a predetermined thickness, and the concrete side wall is 16, 16 is configured in a state where it is laid down. (See Figure 3) Once the concrete side wall at the top level has solidified, a crane is used to remove the concrete side wall 1.
0, 10, 16, 16, remove the vinyl sheets 9, 15, temporary frames 11, 19, 21, etc., and stand them up in a predetermined position.
The ends of the reinforcing bars 3, 14, 22 protruding from the peripheral sides of the walls 0, 16, 16 are welded and fixed, and the concrete side walls 10, 10, 1 are placed on the concrete floor 4.
6, 16 will be erected. (See Figure 4) Concrete floor 4 and each concrete side wall 1
Each corner joint of 0, 10, 16, and 16 is finished by injecting concrete or mortar.

上記工程に依つて本発明の建築方法は完了す
るものであり、コンクリート側壁10,10,
16,16の上端に屋根を葺くか又は階上を造
る場合は従来の工法に依つて二階部分の床を構
成した後、該二階部分の床を前記工程として
その上にコンクリート壁を横倒構成し、これを
所定位置に起立して二階部分を建造するもので
ある。
The construction method of the present invention is completed by the above steps, and the concrete side walls 10, 10,
16. If the upper end of 16 is to be covered with a roof or an upper floor is constructed, the floor of the second floor is constructed using the conventional construction method, and then a concrete wall is laid horizontally on top of the floor of the second floor as described above. The second floor is constructed by standing this up in a predetermined position.

以上述べた様に本発明の建築工法に依れば、床
面上に順次側壁を横倒状態で構成するものである
為、壁面を規制する為の仮枠が要らなくなると共
に、生コンクリートが流れ込み易く、流れ込み不
良等の欠損部を生じないものである。
As described above, according to the construction method of the present invention, the side walls are sequentially laid down on the floor surface, so there is no need for a temporary frame to restrict the wall surface, and the ready-mixed concrete pours in. It is easy to use and does not cause defects such as poor flow.

また壁面を構成するに際して床面の平坦精度が
そのまま得られる為、面の反り等の歪がなく、平
板を高精度に得ることができる。
Furthermore, since the flatness of the floor surface can be obtained as is when constructing the wall surface, there is no distortion such as warping of the surface, and a flat plate can be obtained with high precision.

更に作業の殆んどが定位置で行なわれる為、安
全性が高く、且つ作業能率が高い特徴を有し、本
発明の効果は極めて大である。
Furthermore, since most of the work is done in a fixed position, the present invention has features of high safety and high work efficiency, and the effects of the present invention are extremely large.

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

図面は本発明の建築工法を工程順に示す側断面
図であり、第1図は底部造成工程、第2図及び第
3図は側壁部造成工程、第4図は側壁部起立工程
を示す。 1〜基礎、2,8,11,19,21〜仮枠、
3,14,22〜鉄筋、4〜コンクリート床、7
〜板材、9,15〜ビニルシート、10,16〜
コンクリート側壁、13,18〜発泡スチロール
樹脂板。
The drawings are side sectional views showing the construction method of the present invention in the order of steps; FIG. 1 shows the bottom construction process, FIGS. 2 and 3 show the side wall construction process, and FIG. 4 shows the side wall erection process. 1 ~ Basic, 2, 8, 11, 19, 21 ~ Temporary frame,
3, 14, 22 ~ Rebar, 4 ~ Concrete floor, 7
~ Plate material, 9,15 ~ Vinyl sheet, 10,16 ~
Concrete side wall, 13, 18 ~ Styrofoam resin board.

Claims (1)

【特許請求の範囲】[Claims] 1 鉄筋又は鉄骨等を壁面肉厚内に配設してなる
コンクリート住宅等の建造に於いて、前記鉄筋又
は鉄骨の連結端部を残して造成したコンクリート
床面上にビニルシート等の介離材を敷設してその
上面に側壁用仮枠を設置すると共に該仮枠内に鉄
筋又は鉄骨の連結端部を残して配し、前記仮枠内
にコンクリートを流し込んで硬化させることによ
りコンクリート側壁を造成した後、この横倒状態
にあるコンクリート側壁の上面にさらに介離材を
敷設し前記と同方法でコンクリート側壁を造成し
て所要量の側壁を積層造成後、これらコンクリー
ト側壁を順次所定位置に起立して前記コンクリー
ト床面に対し前記鉄筋又は鉄骨の連結端部を接合
すると共にコンクリート側壁相互の鉄筋又は鉄骨
の連結端部を接合することを特徴とするコンクリ
ート住宅の建築方法。
1. In the construction of concrete houses, etc. in which reinforcing bars or steel frames, etc. are arranged within the wall thickness, an intervening material such as a vinyl sheet is placed on the concrete floor surface created by leaving the connected ends of the reinforcing bars or steel frames. A concrete side wall is created by laying a temporary frame for the side wall on top of the temporary frame, leaving the connecting ends of reinforcing bars or steel frames inside the temporary frame, and pouring concrete into the temporary frame and hardening it. After that, an intervening material is further laid on the top surface of this concrete side wall that is lying on its side, and a concrete side wall is constructed using the same method as above. After the required amount of side walls are laminated, these concrete side walls are erected one after another in a predetermined position. A method of constructing a concrete house, characterized in that the connecting ends of the reinforcing bars or steel frames are joined to the concrete floor surface, and the connecting ends of the reinforcing bars or steel frames between the concrete side walls are joined.
JP13348283A 1983-07-20 1983-07-20 Construction of concrete house Granted JPS6026738A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13348283A JPS6026738A (en) 1983-07-20 1983-07-20 Construction of concrete house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13348283A JPS6026738A (en) 1983-07-20 1983-07-20 Construction of concrete house

Publications (2)

Publication Number Publication Date
JPS6026738A JPS6026738A (en) 1985-02-09
JPH035452B2 true JPH035452B2 (en) 1991-01-25

Family

ID=15105797

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13348283A Granted JPS6026738A (en) 1983-07-20 1983-07-20 Construction of concrete house

Country Status (1)

Country Link
JP (1) JPS6026738A (en)

Also Published As

Publication number Publication date
JPS6026738A (en) 1985-02-09

Similar Documents

Publication Publication Date Title
US6438923B2 (en) Method of assembling lightweight sandwich wall panel
US4314430A (en) Core building system
US4398378A (en) Building construction system component parts and method for assembling same
CN101798846B (en) Modularization assembled house
CN111255148A (en) Square column structure and house
US7219474B2 (en) Load bearing building panel
CN201850647U (en) Modular assembly house
CN210713195U (en) A frame structure prefabricated concrete house
CN209025199U (en) A prefabricated building frame structure
CN210500740U (en) A prefabricated free-form U-shaped ring beam formwork
JPH035452B2 (en)
JP3965644B2 (en) Construction concrete wall and manufacturing method thereof
JPH0122827Y2 (en)
TWI873046B (en) Architecture system
CN218091596U (en) A steel structure assembled building wall panel
TWI851481B (en) Architecture unit
CN217871362U (en) Prefabricated wall body board and building structure that can build fast
JPH0348272Y2 (en)
KR100504350B1 (en) A method manufacturing of building
JPH02120441A (en) PC load-bearing wall
CN87103631A (en) The building construction method of composite building
JPS5922804Y2 (en) brick wall structure
JPS647143Y2 (en)
JPS5858503B2 (en) Construction method of reinforced concrete composite wall
JPH0713381B2 (en) Slab formwork with sound absorption and sound insulation layers