JPH0473338A - Method for constructing reinforced concrete building and reinforced concrete building - Google Patents
Method for constructing reinforced concrete building and reinforced concrete buildingInfo
- Publication number
- JPH0473338A JPH0473338A JP18538090A JP18538090A JPH0473338A JP H0473338 A JPH0473338 A JP H0473338A JP 18538090 A JP18538090 A JP 18538090A JP 18538090 A JP18538090 A JP 18538090A JP H0473338 A JPH0473338 A JP H0473338A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- reinforced concrete
- frame
- concrete building
- concrete
- 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
Links
- 239000011150 reinforced concrete Substances 0.000 title claims description 28
- 238000000034 method Methods 0.000 title claims description 13
- 239000004567 concrete Substances 0.000 claims abstract description 34
- 239000000463 material Substances 0.000 claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 24
- 238000009415 formwork Methods 0.000 claims description 21
- 238000005192 partition Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 37
- 239000010959 steel Substances 0.000 abstract description 37
- 239000004575 stone Substances 0.000 abstract description 24
- 238000010276 construction Methods 0.000 abstract description 9
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- -1 and in the gap Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、型枠なしで構築する鉄筋コンクリート建築物
の構築方法及び型枠なしで構築される鉄筋コンクリート
建築物に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a method for constructing a reinforced concrete building without formwork, and a reinforced concrete building constructed without formwork.
コンクリート建築物の構築にあたり、コンクリートを打
設するための型枠を組立てる。この型枠は、建築物の位
置、形状および寸法に正しく一致させ、構築される建築
物にくるいが生じないよう堅固に組立てられ、例えば、
合板を用いた木製型枠や鋼製の型枠を、鋼製のパイプ等
を用いて固定する方法が一般的に採用されている。When constructing a concrete building, assemble formwork for pouring concrete. This formwork must be properly matched to the location, shape and dimensions of the building and must be rigidly erected to avoid distortion of the building being constructed, e.g.
A commonly used method is to fix a wooden formwork made of plywood or a steel formwork using steel pipes or the like.
しかしながら、かかる従来の型枠を用いる鉄筋コンクリ
ート建築物の構築方法では、型枠の組立て作業に手間が
かかるとともに、コンクリートの硬化後に型枠を解体す
る必要があるためその施工に時間がかかり、また、型枠
の解体後に外装を施す必要がある。さらに、近年の型枠
作業員やその他の熟練作業員の不足にともなって、これ
らの作業が停滞するという傾向にある。そのため、工事
期間が長くなり、施工コストが高くなるという問題があ
った。加えて、これらの作業は、屋外の構築現場にて行
なわれるので、機械化が容易でないため、製作する鉄筋
コンクリート建築物を精度よく構築することが困難であ
るという問題があった。However, in the conventional method of constructing reinforced concrete buildings using formwork, it takes time to assemble the formwork, and the formwork needs to be dismantled after the concrete has hardened, which takes time. After dismantling the formwork, it is necessary to apply the exterior. Furthermore, due to the recent shortage of formwork workers and other skilled workers, there is a tendency for these operations to stagnate. Therefore, there were problems in that the construction period became longer and the construction cost increased. In addition, since these operations are carried out outdoors at construction sites, it is difficult to mechanize them, which makes it difficult to construct reinforced concrete buildings with high precision.
したがって、この方法により製作された鉄筋コンクリー
ト建築物は、高価であるとともにその精度がよくないと
いう問題があった。Therefore, reinforced concrete buildings manufactured by this method are expensive and have poor accuracy.
ゆえに、本発明は、このような従来の問題点を解消する
ためになされたものであり、型枠の組立て及び解体作業
を軽減して作業の迅速化をはかることによって、鉄筋コ
ンクリート建築物の工事期間を短縮し、したがって施工
コストが安価であるとともに、製作精度を容易に維持す
ることができる鉄筋コンクリート建築物の構築方法及び
この方法により構築された安価でかつ精度のよいコンク
リート建築物を提供することを目的とする。Therefore, the present invention has been made to solve these conventional problems, and aims to shorten the construction period of reinforced concrete buildings by reducing the work of assembling and dismantling formwork and speeding up the work. To provide a method for constructing a reinforced concrete building that can shorten construction costs and easily maintain manufacturing accuracy, and to provide an inexpensive and highly accurate concrete building constructed by this method. purpose.
本発明は、上記目的に鑑みてなされたものであり、その
要旨は、居室空間を囲むように施工した基礎上に、工事
等で予めされた内壁枠を設置する工程と、該内壁枠の外
周所定箇所に突設配置した外壁材取付部材により設定さ
れた内壁枠との間隙に、鉄筋を配設するとともに、外壁
材取付部材に多数の外壁材を取付ける工程と、前記内壁
枠と外壁材を型枠としてそれらの間の間隙にコンクリー
トを打設する工程とからなる鉄筋コンクリート建築物の
構築方法にある。なお、上記発明に加えて、内壁枠上面
のスラブ位置にも鉄筋を配設して、前記間隙のコンクリ
ートとともにスラブコンクリートを打設してもよい。The present invention has been made in view of the above object, and its gist is a process of installing an inner wall frame prepared in advance by construction etc. on a foundation constructed so as to surround a living room space, and an outer periphery of the inner wall frame. A step of arranging reinforcing bars in the gap between the inner wall frame and the inner wall frame set by the outer wall material mounting members protrudingly arranged at predetermined locations, and attaching a large number of outer wall materials to the outer wall material mounting members; The method of constructing a reinforced concrete building includes the step of pouring concrete into the gaps between them as formwork. In addition to the above invention, reinforcing bars may also be provided at the slab position on the upper surface of the inner wall frame, and slab concrete may be cast together with the concrete in the gap.
また、本発明の他の要旨は、外側面の所定箇所に突設配
置した外壁材取付部材を有する内壁枠と、該内壁枠との
間に前記外壁材取付部材を介して間隙を設けて取付けた
多数の外壁材と、前記間隙内には、居住空間や共同住宅
などの移住空間を囲むように施工した基礎上に、鉄筋を
配設して打設したコンクリートにより、前記内壁枠と外
壁材とを一体成形した鉄筋コンクリート建築物にある。Another aspect of the present invention is that the inner wall frame has an outer wall material mounting member protrudingly arranged at a predetermined location on the outer surface, and the inner wall frame is mounted with a gap provided between the inner wall frame and the outer wall material mounting member. The inner wall frame and the outer wall materials are constructed using a large number of external wall materials, and in the gap, concrete is placed with reinforcing bars on a foundation constructed to surround living spaces and residential spaces such as apartments. It is located in a reinforced concrete building that is integrally formed with.
この鉄筋コンクリート建築物については、本発明に加え
て、前記鋼製枠の上面に、スラブコンクリートと該スラ
ブコンクリート中に配設される鉄筋とをさらに備え、ま
た、これらを幾層にも積み上げることもできる。In addition to the present invention, this reinforced concrete building may further include a slab concrete and reinforcing bars disposed in the slab concrete on the upper surface of the steel frame, and these may be stacked in many layers. can.
本発明における内壁枠は、基礎上に載置されて内部に居
室空間を形成するとともに、内型枠の代用としてもいら
れる。内壁枠の外周には、鉄筋が配設され、さらに内壁
枠の外周に配置した外壁材取付部材を介して外壁材が取
り付けられ、これが外型枠兼用として用いられる。次に
、前記内型枠としての内壁枠と外型枠としての外壁材と
の間の間隙にコンクリートを打設して鉄筋コンクリート
建築物を一体に構築する。このように、本発明では、仮
設構造物としての型枠の組立て及び解体の作業を要する
ことなく、鉄筋コンクリート建築物が構築される。The inner wall frame in the present invention is placed on the foundation to form a living space inside, and can also be used as a substitute for the inner frame. Reinforcing bars are provided on the outer periphery of the inner wall frame, and the outer wall material is attached via outer wall material attachment members arranged on the outer periphery of the inner wall frame, which is also used as an outer form frame. Next, concrete is poured into the gap between the inner wall frame as the inner form and the outer wall material as the outer form to integrally construct a reinforced concrete building. In this way, according to the present invention, a reinforced concrete building can be constructed without requiring the work of assembling and dismantling formwork as a temporary structure.
次に、添付図面を参照して、本発明の実施例を詳細に説
明する。Next, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
第1図は、本発明の鉄筋コンクリート建築物の一部を示
す平面図であり、同図において、1は天部を塞いだ4辺
形の内壁枠としての鋼製枠であり、これが居室空間を囲
むような相当サイズをなし、これの前部および後部には
必要に応じ出入口及び窓を形成する切欠や窓孔を形成し
ている(図示しない)。また、この鋼製枠1の外側面お
よび天部には外壁材取付部材としての鉄筋支持棒2を多
数突設し、これらの鉄筋支持棒2には鉄筋3.4を溶接
などにより取付け、第2図の斜視図で示すように、格子
状に配設している。5は鋼製枠1の外側面に等間隔で突
設配置した石材取付部材であり、これらの石材取付部材
5には、多数のブロックからなる外壁材としての外壁用
石材6を第3図に示すように取付けている。すなわち、
上記各石材取付部材5は、鋼製枠1に溶接された取付鋼
棒5aと、これにT字状に溶接された鋼製取付片5bと
からなり、これらの鋼製取付片5bのネジ孔7又は鋼製
取付片5bの裏面に溶接により予め取付けたナツト7に
対して、外壁用石材6に挿通したボルト8を螺合するこ
とにより、各石材取付部材5に多数の外壁用石材6を次
々と取付けることができるようにしている。なお、第2
図において、9は鋼製枠1の前部に予め工場施工された
建築物の入口部である。10は鋼製枠1と外壁用石材6
との間に形成したコンクリート充填間隙で、このコンク
リート充填間隙10に、鉄筋3,4および石材取付部材
5の取付鋼棒5aを埋め込むようにコンクリート11を
充填している。第1図では、居室空間Rを仕切壁により
横方向に連設する構成であるため、鋼製枠1の前面及び
背面にのみ外壁用石材6を設け、その他の両側面には、
隣接する鋼製枠1の各々の鉄筋3,4が対峙し、これら
の各隣接する鋼製枠1間にコンクリ−1〜11を充填し
ている。FIG. 1 is a plan view showing a part of the reinforced concrete building of the present invention. In the same figure, 1 is a steel frame serving as a quadrilateral inner wall frame that closes the top, and this is a steel frame that covers the living space. It has a considerable size that encloses it, and has notches and window holes (not shown) formed at the front and rear to form entrances and windows as necessary. In addition, a large number of reinforcing bars 2 are protruded from the outer surface and the top of the steel frame 1 as external wall material attachment members, and reinforcing bars 3.4 are attached to these reinforcing bars 2 by welding or the like. As shown in the perspective view of Figure 2, they are arranged in a grid pattern. Reference numeral 5 denotes stone mounting members protruding from the outer surface of the steel frame 1 at equal intervals, and these stone mounting members 5 are equipped with external wall stones 6 as an external wall material consisting of a large number of blocks, as shown in FIG. Installed as shown. That is,
Each of the stone mounting members 5 is made up of a mounting steel rod 5a welded to the steel frame 1 and a steel mounting piece 5b welded to the steel frame 1 in a T-shape. A large number of external wall stones 6 can be attached to each stone mounting member 5 by screwing bolts 8 inserted through the external wall stones 6 to nuts 7 that have been previously attached to the back surface of the steel mounting pieces 5b by welding. This allows them to be installed one after another. In addition, the second
In the figure, reference numeral 9 denotes the entrance of a building that is pre-constructed in a factory at the front of the steel frame 1. 10 is a steel frame 1 and external wall stone 6
This concrete filling gap 10 is filled with concrete 11 so as to embed the reinforcing bars 3, 4 and the mounting steel rod 5a of the stone mounting member 5. In FIG. 1, since the living space R is arranged horizontally by a partition wall, external wall stones 6 are provided only on the front and back sides of the steel frame 1, and on the other both sides.
The reinforcing bars 3 and 4 of adjacent steel frames 1 face each other, and the spaces between these adjacent steel frames 1 are filled with concrete 1 to 11.
なお、居室空間Rを単独で形成する場合は、鋼製枠1の
全周に外壁用石材6を取付けるようにようにする。さら
に、上記した本発明の構成の他に。Note that when the living room space R is formed alone, the outer wall stones 6 are attached around the entire circumference of the steel frame 1. Furthermore, in addition to the configuration of the present invention described above.
その後鋼製枠1の天部にもコンクリート11を打設し、
これが鉄筋コンクリート建築物のスラブを形成する。After that, concrete 11 is also placed on the top of the steel frame 1,
This forms the slab of a reinforced concrete building.
次に、本実施例の鉄筋コンクリート建築物の構築方法に
ついて説明する。まず、工場にて生産され、外側面に予
め取付けられた鉄筋支持棒2や石材取付部材5を有する
鋼製枠1を、第4図に示すように、居室空間を囲んで施
工した基礎としての土間コンクリート12の上に載置す
る。次に、前記鉄筋支持棒2を介して鉄筋3,4を配設
するとともに、ボルト8により、前記石材取付部材5に
外壁用石材6を取り付ける。石材取付部材5の前記取付
鋼棒5aは、一般に用いられている内外型枠の保持具を
兼用するもので、所定の長さを有し、これによって所定
幅のコンクリート充填間隙、すなわちこれに充填される
コンクリートの厚さを保持する。また、土間コンクリー
ト12には、縦方向鉄筋3の配設位置に、予めアンカー
鉄筋工3が埋設されており、これに縦方向鉄筋3を溶接
等によって連結すれば、鉄筋コンクリート構造物と土間
コンクリート12とがより強固に一体化される。Next, a method for constructing a reinforced concrete building according to this embodiment will be explained. First, as shown in Fig. 4, a steel frame 1 produced in a factory and having reinforcing bar support rods 2 and stone mounting members 5 pre-attached to the outer surface is used as a foundation that surrounds the living space. Place it on the dirt floor concrete 12. Next, the reinforcing bars 3 and 4 are installed via the reinforcing bar support rod 2, and the outer wall stone 6 is attached to the stone attachment member 5 with bolts 8. The mounting steel rod 5a of the stone mounting member 5 doubles as a commonly used holder for the inner and outer formwork, and has a predetermined length, so that it can fill a concrete filling gap of a predetermined width. Maintain the thickness of the concrete. In addition, the anchor reinforcing bars 3 are buried in advance in the soil floor concrete 12 at the locations where the vertical reinforcing bars 3 are installed, and if the vertical reinforcing bars 3 are connected to this by welding or the like, the reinforced concrete structure and the soil floor concrete 12 are connected. will be more firmly integrated.
なお、本発明は上記方法の他に、工場等で、予め前記鉄
筋3,4及び外壁用石材6の取付けを行ない、こ九らを
鋼製枠1とともに一体的に前記土間コンクリート12の
上に載置してもよい。さらに引き続いて、鋼製枠1の上
面にスラブ鉄筋15(第2図参照)を配設し、前記コン
クリート充填間隙10、隣接する鋼製枠1間の間隙及び
鋼製枠1の上面のスラブにコンクリートを打設し、これ
が硬化することによりと鉄筋コンクリート建築物が完成
する。In addition to the above-mentioned method, the present invention also includes installing the reinforcing bars 3, 4 and the external wall stones 6 in advance in a factory or the like, and then placing these together with the steel frame 1 on the concrete floor 12. It may be placed. Subsequently, slab reinforcing bars 15 (see FIG. 2) are placed on the top surface of the steel frame 1, and the concrete filling gap 10, the gap between adjacent steel frames 1, and the slab on the top surface of the steel frame 1 are installed. A reinforced concrete building is completed by pouring concrete and hardening it.
このように、本発明の鉄筋コンクリート建築物の構築方
法では、内壁枠としての鋼製枠1を単に内壁としてだけ
でなく内型枠として用いるとともに、外壁用石材6を外
装材の他に外型枠として兼用するために、仮設構造物と
しての型枠の組立て及び解体作業を必要としなくなり、
したがって、迅速に鉄筋コンクリート建築物を構築する
ことができる。また、これらの部材は、そのほとんどが
工場にて生産可能なので、製作精度に優れている。As described above, in the method for constructing a reinforced concrete building of the present invention, the steel frame 1 as an inner wall frame is used not only as an inner wall but also as an inner formwork, and the outer wall stones 6 are used as an outer formwork in addition to the exterior material. This eliminates the need for assembling and dismantling formwork as a temporary structure.
Therefore, reinforced concrete buildings can be constructed quickly. Furthermore, most of these members can be produced in factories, so they have excellent manufacturing precision.
第5図はこの発明を利用して構築される住宅構造の他の
一例を示す。これは、鋼製枠1が内壁面としての2側面
と間仕切りとして2側面を有し、これを4ユニツト用意
して前後左右方向に連接させるとともに、前記内壁面と
しての2側面の外側にのみ外壁用石材6を取付け、全体
を囲んだものである。これによれば、4室分の広い居住
空間を提供することができる。FIG. 5 shows another example of a housing structure constructed using the present invention. The steel frame 1 has two side surfaces as inner wall surfaces and two side surfaces as partitions, and four units of these are prepared and connected in the front, rear, left and right directions, and an outer wall is formed only on the outside of the two inner wall surfaces. The stone material 6 for use is attached and the entire area is surrounded. According to this, a large living space for four rooms can be provided.
なお、鋼製枠1を上方に積み重ねることによって、多層
構造のコンクリート建築物も略同様の作業にて構築する
ことができる。Incidentally, by stacking the steel frames 1 upward, a multi-layered concrete building can also be constructed in substantially the same manner.
以上のように、本発明によれば、居住空間を囲む内壁枠
兼用の内壁として基礎部材上に設置し。As described above, according to the present invention, the inner wall is installed on the foundation member as an inner wall that also serves as an inner wall frame surrounding a living space.
これの外周に鉄筋を配設するとともに外型枠兼用の外壁
材を取付け、これらの間にコンクリートを打設して鉄筋
コンクリート建築物を構築するので、型枠作業を軽減し
て、工事期間を短縮できるとともに、鉄筋コンクリート
建築物を低コストで構築できる。また、上記鋼製枠や外
壁用石材等の製造を、工場で行なうことができるので、
構築される鉄筋コンクリート建築物の製作精度が向上す
る。A reinforced concrete building is constructed by placing reinforcing bars around the outer periphery of the structure, attaching an external wall material that also serves as the external formwork, and pouring concrete between these, reducing formwork work and shortening the construction period. In addition, reinforced concrete buildings can be constructed at low cost. In addition, the above-mentioned steel frames and stones for external walls can be manufactured at the factory, so
The manufacturing accuracy of reinforced concrete buildings will be improved.
第1図は本発明の実施例による鉄筋コンクリート建築物
の構造を示す一部破断乎面図、第2図は鋼製枠に鉄筋及
び外壁用石材を取付けた状況を断片的に示す斜視図、第
3図は外壁用石材の取付構造を示す拡大斜視図、第4図
は鋼製枠を土間コンクリート上に並置した状態を示す正
面図、第5図は複数の鋼製枠のユニットから形成される
住宅構造を示す概略平面図である。
1・・鋼製枠、3,4.15・・鉄筋、5・・石材取付
部材、6・・外壁用石材、10・・コンクリート充填間
隙、11・・コンクリート、12・・土間コンクリート
。FIG. 1 is a partially cutaway view showing the structure of a reinforced concrete building according to an embodiment of the present invention, FIG. Figure 3 is an enlarged perspective view showing the mounting structure for external wall stones, Figure 4 is a front view showing steel frames placed side by side on a concrete floor, and Figure 5 is formed from a unit of multiple steel frames. It is a schematic plan view showing a housing structure. 1...Steel frame, 3, 4.15...Reinforcing bars, 5...Stone mounting components, 6...Stone for external walls, 10...Concrete filling gap, 11...Concrete, 12...Earth floor concrete.
Claims (1)
建設する養成鉄筋コンクリート建築物の構築方法におい
て、 前記居住空間を囲むように施工した基礎上に内壁枠を設
置する工程と、前記内壁枠の外周所定箇所に突設した外
壁材取付部材により設定された内壁枠との間隙に、鉄筋
を配設するとともに、外壁材取付部材に多数の外壁材を
取付ける工程と、前記内壁枠と外壁材を型枠代りとして
互いの間隙にコンクリートを打設する工程とからなる鉄
筋コンクリート建築物の構築方法。 2)外側面の所定箇所に突設した外壁材取付部材を有す
る内壁枠と、該内壁枠との間に前記外壁材取付部材を介
して間隙を設けて取付けた多数の外壁材と、前記間隙内
には、居住空間や共同住宅などの移住空間を囲むように
施工した基礎上に、鉄筋を配設して打設したコンクリー
トにより、前記内壁枠と外壁材とを一体成形した鉄筋コ
ンクリート建築物。[Claims] 1) A method for constructing a reinforced concrete building in which a partition wall is constructed to surround a living space such as a living space or a residential space, including installing an inner wall frame on a foundation constructed to surround the living space. arranging reinforcing bars in the gap between the step and the inner wall frame set by the outer wall material attachment member protruding from a predetermined location on the outer periphery of the inner wall frame, and attaching a large number of outer wall materials to the outer wall material attachment member; A method for constructing a reinforced concrete building comprising the step of pouring concrete into the gap between the inner wall frame and the outer wall material as formwork. 2) An inner wall frame having an outer wall material attachment member protruding from a predetermined location on the outer surface, a number of outer wall materials attached to the inner wall frame with gaps provided through the outer wall material attachment members, and the gaps. A reinforced concrete building in which the inner wall frame and the outer wall material are integrally formed using concrete cast with reinforcing bars on a foundation built to surround a living space or a residential space such as an apartment complex.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18538090A JPH0473338A (en) | 1990-07-16 | 1990-07-16 | Method for constructing reinforced concrete building and reinforced concrete building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18538090A JPH0473338A (en) | 1990-07-16 | 1990-07-16 | Method for constructing reinforced concrete building and reinforced concrete building |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0473338A true JPH0473338A (en) | 1992-03-09 |
Family
ID=16169794
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18538090A Pending JPH0473338A (en) | 1990-07-16 | 1990-07-16 | Method for constructing reinforced concrete building and reinforced concrete building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0473338A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2020533506A (en) * | 2017-09-12 | 2020-11-19 | イアヴィラール ピーティーワイ リミティッド | Building construction method |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5016314A (en) * | 1973-06-16 | 1975-02-20 |
-
1990
- 1990-07-16 JP JP18538090A patent/JPH0473338A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5016314A (en) * | 1973-06-16 | 1975-02-20 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2020533506A (en) * | 2017-09-12 | 2020-11-19 | イアヴィラール ピーティーワイ リミティッド | Building construction method |
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