JPH04161548A - Placing of concrete and construction of building structure thereby and by formwork for the construction and method therefor - Google Patents
Placing of concrete and construction of building structure thereby and by formwork for the construction and method thereforInfo
- Publication number
- JPH04161548A JPH04161548A JP28416590A JP28416590A JPH04161548A JP H04161548 A JPH04161548 A JP H04161548A JP 28416590 A JP28416590 A JP 28416590A JP 28416590 A JP28416590 A JP 28416590A JP H04161548 A JPH04161548 A JP H04161548A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- wall
- formwork
- structural part
- hand
- 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
- 239000004567 concrete Substances 0.000 title claims abstract description 37
- 238000009415 formwork Methods 0.000 title claims abstract description 34
- 238000010276 construction Methods 0.000 title claims abstract description 15
- 238000000034 method Methods 0.000 title claims abstract description 13
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 14
- 239000000463 material Substances 0.000 claims description 39
- 239000011150 reinforced concrete Substances 0.000 claims description 8
- 238000004381 surface treatment Methods 0.000 claims description 3
- 238000011282 treatment Methods 0.000 claims 3
- 238000007711 solidification Methods 0.000 claims 1
- 230000008023 solidification Effects 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 description 13
- 230000002093 peripheral effect Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 3
- 238000009826 distribution Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 239000011810 insulating material Substances 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【発明の詳細な説明】
本願発明は、コンクリート打設方法およびその方法によ
る建築構造体およびその建築構造体の建造のための建造
枠装置および前記建築構造体の建造方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a concrete casting method, an architectural structure using the method, a building frame device for constructing the architectural structure, and a method for constructing the architectural structure.
従来鉄筋コンクリート構造の建造物を建造するにあたり
、まず、建造物を建造する土地の測量をし、それからコ
ンクリートによる基礎打ちをし、その上に現場作業で鉄
筋を組み、例えば外壁側および内壁側のそれぞれに型枠
を組み、それらの型枠内の空間にコンクリートを打設し
、所望の養生期間をおいて前述の型枠を外し、その鉄筋
コンクリートの壁面に仕上材を取り付けたり、或いは仕
上加工作業を経て壁面構造部分を完成させるようにして
きたのである。そして、その壁面構造部分以外の例えば
、床面或いは柱或いは横梁などの部分においても同じよ
うな作業が伴うのであって、それぞれの作業にかかわる
熟練した職人、つまり専門技術者の高度な作業遂行能力
が当然必要となる。しかし、実際は専門技術者の数が非
常に少いので専門技術者の必要な員数を十分確保するこ
とが専門業者にとってできないばかりでなく、その上さ
らに最近では一般の人々が建築現場の仕事に従事するこ
とを比較的希望しない状況になってきている。Conventionally, when constructing a building with a reinforced concrete structure, the land on which the building is to be built is first surveyed, a concrete foundation is poured, and reinforcing bars are erected on-site, for example, on each of the outer and inner walls. Construct formwork, pour concrete into the space within the formwork, remove the formwork after the desired curing period, and attach finishing materials to the reinforced concrete walls or perform finishing work. Eventually, the wall structure was completed. Similar work is also required on parts other than the wall structure, such as floors, columns, and cross beams, and requires the high level of work execution ability of skilled craftsmen, or specialized engineers, involved in each work. is of course necessary. However, in reality, the number of specialized engineers is very small, and not only is it impossible for specialized contractors to secure the necessary number of specialized engineers, but also, more recently, ordinary people are engaged in work on construction sites. The situation has become such that they are relatively reluctant to do so.
また、もともと、基礎工事、大工工事、建具工事或いは
塗装工事などすべての建築工事を含め建築現場における
諸作業はきわめて複雑であるばかりでな(、比較的長期
間にわたり複雑多岐な作業を継続することが必要となる
のであって、とにか〈産業界全体が人手不足であるとい
われている今日、最もその影響を建築施工現場が受けて
いるといえる。Furthermore, the work at construction sites, including all types of construction work such as foundation work, carpentry work, fitting work, and painting work, is not only extremely complex, but also complicated work that continues for a relatively long period of time. Today, when the industry as a whole is said to be suffering from a labor shortage, it can be said that construction sites are the most affected by this.
本願発明は上記の問題点を解決することを目的とするも
のである。The present invention aims to solve the above problems.
次に、上記目的を達成するための具体的構成を図面の第
1図について説明すると、隅部パネル1の両側の翼片の
縦方向端縁部2の中間部分の上下方向に向けて凹入縦溝
部分3を形成し、その凹入縦溝部分3にその縦長突出部
分4を嵌入して結合させてなる平パネル5を並べて起立
させ、その平パネル5の反対側の凹入縦溝部分7に隣設
したもう1つの平パネル5の縦方向端縁部6に設けた縦
長突出部分8を嵌入して結合し、所望数の平パネル5を
直列的に水平方向に接続して所望長さの外壁面構造体9
を形成し、他方で前記外壁面構造体9に対し横幅方向に
所望間隔をとって位置させられた内壁面構造体10を前
記外壁面構造体9の単位構造体である平パネル5および
隅部パネル1のそれぞれのパネルが互いに隣接している
パネル同士で、雌雄結合させてなる構造と事実上同じ結
合構造で接続するようにし、内外壁面構造部分に加えて
その壁面構造部分のパネルの単位構造体と事実上同じ構
造でそれぞれのパネルの単位構造体の互いに隣接する部
分をパネル同士で雌雄結合するように柱側外周構造部分
および梁側外周構造部分を形成し、さらに床用下方外周
構造部分を所望寸法にして接続し、それらの外周構造部
分によって形成された空間部にコンクリート用流動性固
化用材料を流入させ、あらかじめ上記空間部内に組込ん
でおいた鉄筋部分の周囲にコンクリート用流動性固化用
材料を配設させて鉄筋コンクリート構造とし、その鉄筋
コンクリート構造とするための型枠の働きをする前記パ
ネルの単位構造体のそれぞれの外周面構造部分から内部
構造部分に向けて所望厚さの仕上材からなる構造部分と
し、その仕上材を基材となる内部構造部分によって支持
する構造にし、その基材の背後にコンクリート構造部分
を位置するようにし、型枠の働きをしたパネルの部分は
従来の型枠のように外して再使用するようなことがなく
パネルの部分が鉄筋コンクリート構造部分との一体構造
であって、かつ仕上材からなる表面構造部分を有する建
築構造体である。Next, a specific configuration for achieving the above object will be explained with reference to FIG. 1 of the drawings. A vertically grooved portion 3 is formed, and flat panels 5 formed by fitting and bonding the vertically elongated protruding portion 4 into the recessed vertically grooved portion 3 are stood side by side, and the recessed vertically grooved portion on the opposite side of the flat panel 5 is formed. A vertically elongated protruding portion 8 provided on the vertical edge 6 of another flat panel 5 adjacent to the panel 7 is fitted and combined, and a desired number of flat panels 5 are horizontally connected in series to form a desired length. Sano outer wall structure 9
, and on the other hand, an inner wall structure 10 positioned at a desired distance in the width direction with respect to the outer wall structure 9 is connected to a flat panel 5 that is a unit structure of the outer wall structure 9 and a corner portion thereof. The respective panels of panel 1 are connected to each other with a bonding structure that is virtually the same as the male-male bonding structure, and in addition to the inner and outer wall structure portions, the unit structure of the panels of the wall structure portion is A column side outer peripheral structure part and a beam side outer peripheral structure part are formed so that adjacent parts of the unit structure of each panel are connected male-femally to each other with virtually the same structure as the body, and a lower peripheral structure part for the floor is formed. are connected to the desired dimensions, and the fluid solidifying material for concrete is flowed into the space formed by the outer peripheral structural parts, and the fluid solidifying material for concrete is poured around the reinforcing bars that have been incorporated in the space in advance. A solidifying material is placed to form a reinforced concrete structure, and each unit structure of the panel serving as a formwork for forming the reinforced concrete structure is finished to a desired thickness from the outer peripheral structural part to the internal structural part. The structural part consists of timber, the finishing material is supported by the internal structural part that serves as the base material, the concrete structural part is located behind the base material, and the panel part that functions as the formwork is It is an architectural structure in which the panel part is an integral structure with the reinforced concrete structure part without having to be removed and reused unlike the formwork of , and has a surface structure part made of finishing material.
次に、前記建築構造体の建造方法について述べると、ま
ず前処理等の施工を完了した基礎の上にプレハブ加工し
た鉄筋を組み立て、それからその鉄筋の外壁側に仕上材
からなる表面構造部分を有する外壁面構造体を立てるよ
うにして配設し、その外壁面構造体と前記鉄筋とを所望
の金物からなる連結部材によって固定し、内側表面構造
部分の表面を内装材の下地材で形成してなる内壁面構造
体を立てるようにして配設し、前記鉄筋と前記内壁面構
造体との間を適切な金物からなる連結部材によって連結
し、或いは内壁面構造体と外壁面構造体とを長杆状の連
結部材によって連結し、それから両壁面構造体の間に所
望量の鉄筋コンクリート用材料を流入させ、適切な養生
期間の間、養生させ、従来の型枠のように前記内壁面構
造体および外壁面構造体をその内部にあるコンクリート
構造部分から取り外すようなことはなく、前記内壁面構
造体と外壁面構造体とをそれらの内部に配設されたコン
クリート構造部分に対し一体的構造となりつるようにし
、その外壁面構造体の表面を仕上材からなる構成にし、
その内壁面構造体の表面を内装材の下地材にしてそれら
の内外壁面構造体が永久枠としての機能を有するととも
にコンクリート構造体の一体的な表面構造部分となりつ
る建築構造体の建造方法である。Next, to describe the construction method of the above-mentioned architectural structure, first, prefabricated reinforcing bars are assembled on the foundation that has been pre-treated, and then a surface structure part made of finishing material is installed on the outer wall side of the reinforcing bars. The outer wall structure is arranged so as to stand up, the outer wall structure and the reinforcing bars are fixed by a connecting member made of a desired metal, and the surface of the inner surface structure is formed with a base material of the interior material. The reinforcing bars and the inner wall structure are connected by a connecting member made of appropriate metal, or the inner wall structure and the outer wall structure are connected to each other in a long manner. They are connected by a rod-like connecting member, and then a desired amount of reinforced concrete material is poured between both wall structures, allowed to cure for an appropriate curing period, and then the inner wall structure and The exterior wall structure is not removed from the concrete structure inside it, and the interior wall structure and the exterior wall structure are integrated with the concrete structure inside them. The surface of the outer wall structure is made of finishing material,
This is a method of constructing an architectural structure in which the surface of the inner wall structure is used as a base material for interior materials, and the inner and outer wall structures function as a permanent frame and become an integral surface structure part of the concrete structure. .
次に、建築構造体の建造のための建造枠装置について述
べると、パネルの単位構造体の側端縁部に雌雄結合可能
な雌雄の中の一方の結合部分を形成し、互いに隣接する
パネル同士を雌雄結合させ、複数のパネルの結合構造体
を形成し、そのパネルの結合構造体からなる画状構成部
分とし、その構成部分の内部にコンクリート材料を打設
することにより、その構成部分がコンクリート構造体の
表面構造部分として一体構造となりつるようにしてなる
建築構造体の建造のための建造枠装置である。Next, regarding a construction frame device for constructing an architectural structure, one of the male and female connecting parts that can be connected to each other is formed at the side edge of the unit structure of the panel, and adjacent panels are connected to each other. are joined male-femally to form a joint structure of a plurality of panels, and the joint structure of the panels is made into a picture-like component, and by pouring concrete material inside the component, the component becomes concrete. This is a construction frame device for building an architectural structure that is integrally constructed and hung as a surface structure part of the structure.
次に、上述の建築構造体の建造方法および建造枠装置の
基礎となる技術であるコンクリート打設方法およびその
方法による建築構造体について述べると、一方でその表
面を仕上材からなる構成にした外壁面等の外面を有する
構造体を設け、他方でその表面を内装材の下地材からな
る構成にした内壁面等の内面を有する構造体を設け、そ
れらの処理をした外面を有する構造体および内面を有す
る構造体の間にできた空間部にコンクリート材料を流し
込むことにより、内外両面がさらに仕上加工および内装
処理などの種々の加工或いは処理が不必要な表面状態を
保持しうるようにさせるコンクリート打設方法である。Next, we will discuss the concrete pouring method, which is the basic technology of the above-mentioned building structure construction method and construction frame device, and the building structure constructed using that method. A structure having an outer surface such as a wall surface, and a structure having an inner surface such as an inner wall surface whose surface is made of a base material of an interior material, and a structure having an outer surface and an inner surface treated with the above. By pouring concrete material into the space created between structures having This is the setting method.
また、本願発明は、その内部に鉄筋コンクリート構造部
分或いは鉄筋に代る構造部分或いは鉄筋のないコンクリ
ート構造部分を設け、その構造部分の一方側をその表面
が仕上材の層からなる永久型枠構造部分にし、前記コン
クリート構造部分の他方側をその表面が内装材の下地材
からなる永久型枠構造部分にしてなる三層構造の建築構
造体である。Further, the present invention provides a reinforced concrete structural part, a structural part in place of reinforcing bars, or a concrete structural part without reinforcing bars inside the structure, and one side of the structural part is a permanent formwork structural part whose surface is made of a layer of finishing material. This is a three-layer architectural structure in which the other side of the concrete structure part is a permanent formwork structure part whose surface is made of the base material of the interior material.
次に、第1図および第2図の施工技術をさらに具体化さ
せた技術である第3図について説明すると、仕上を施し
た外部永久型枠9とコンクリート側に断熱材を取付けた
梁型用内部永久型枠11とコンクリート側に断熱材を取
付けた壁用内部永久型枠12とコンクリート側に断熱材
を取付けたスラブ用内部永久型枠13との結合構造体か
らなる内部永久型枠とにより永久型枠の構造部分を形成
し、それらの永久型枠によって区分された空間内に格子
状に組んだ横筋14からなる壁筋と、格子状に組んだ縦
筋15からなる壁筋構造体と上端筋16からなる梁筋と
下端筋17からなる梁筋とスターラップ18とを互いに
溶接して節状にした梁筋構造体と、中空管19と配力筋
20とスラブ主筋21とスラブスターラップ22と一体
構造体を配設し、セパレーター即ち通しボルト23を外
壁面構造体即ち外部永久型枠9と内部永久型枠12の間
に介在させ、パイプ24を外壁面構造体と内壁面構造体
の表面の適宜位置で通しボルト23の両端部が突出する
部分に即ち横方向に配設し、前記パイプ24を上下に2
本並べてその2本のパイプ24の間に前記通しボルト2
3の突出端部を挟持し、フオームタイ25により2本の
パイプ24を締付け、しかる後コンクリート材料を永久
型枠内に流し込むことにより、所望の建造物が建造され
るのである。Next, we will explain about Fig. 3, which is a technology that further embodies the construction technology shown in Figs. 1 and 2. By the internal permanent formwork consisting of a combined structure of internal permanent formwork 11, internal permanent formwork for walls 12 with heat insulating material attached to the concrete side, and internal permanent formwork for slabs 13 with heat insulating material attached to the concrete side. A wall reinforcement structure consisting of horizontal reinforcements 14 arranged in a lattice pattern and a wall reinforcement structure composed of vertical reinforcements 15 arranged in a lattice shape in a space partitioned by the permanent formwork, forming a structural part of the permanent formwork. A beam reinforcement structure in which a beam reinforcement consisting of an upper end reinforcement 16, a beam reinforcement consisting of a lower end reinforcement 17, and a stirrup 18 are welded together to form a joint, a hollow pipe 19, a distribution reinforcement 20, a slab main reinforcement 21, and a slab. A stirrup 22 and an integral structure are provided, a separator or through bolt 23 is interposed between the outer wall structure, that is, the outer permanent formwork 9, and the inner permanent formwork 12, and the pipe 24 is connected between the outer wall structure and the inner wall surface. The through bolts 23 are disposed at appropriate positions on the surface of the structure where both ends protrude, that is, in the horizontal direction, and the pipes 24 are arranged vertically in two directions.
The through bolt 2 is placed between the two pipes 24.
The desired building is constructed by sandwiching the protruding ends of pipes 3, tightening the two pipes 24 with form ties 25, and then pouring concrete into the permanent formwork.
次に、上記構成から生じる作用効果を述べると外面構造
体と内面構造体との2表面構造になる平板状構造体を型
枠の代りに使用して、その間にコンクリート材料、を流
し込み養生期間後固化して三層のコンクリート構造を形
成することにより、従来の型枠の代りにあらかじめ用意
された表面構造体を使用してコンクリート構造体の製造
にあたり手間のかかる型枠工事の仕事を実質的に少くし
、かつ型枠工事に使用された型枠相当部材を、従来の型
枠のように取り外すことなく、そのままコンクリート構
造体の表面構造体として使用するので、コンクリート構
造体の表面処理或いは表面仕上げの手間をはふくことが
できる効果がある。Next, to describe the effects of the above configuration, a flat structure with a two-surface structure of an external structure and an internal structure is used instead of a formwork, concrete material is poured between them, and after a curing period. By solidifying to form a three-layer concrete structure, a pre-prepared surface structure is used instead of traditional formwork, virtually eliminating the labor-intensive formwork work in the manufacture of concrete structures. In addition, the formwork-equivalent members used for formwork work are used as the surface structure of the concrete structure without being removed unlike conventional formwork, so the surface treatment or surface finishing of the concrete structure is easy. It has the effect of eliminating the hassle of
特に、本願発明のコンクリート打設に係り使用される主
要構成部材である内面構造体および外面構造体などのコ
ンクリート建造物の表面構造体となる部分の表面をあら
かじめ表面仕上の状態にしてお(か、或いは適切な表面
処理をしておくことにより、さらに仕上げなどの手間を
すべて排除させつる効果がある。In particular, the surfaces of the parts that will become the surface structures of concrete buildings, such as the inner and outer structures, which are the main structural members used in the concrete pouring of the present invention, are given a surface finish in advance. Alternatively, by performing appropriate surface treatment, it is possible to eliminate all the trouble of finishing.
第1図は、本願発明を施した建築構造体の建造のために
使用される平パネルの接合状態を示した斜視図であり、
第2図は第1図に示した平パネルの接合状態を壁型のみ
ならず枕型および梁型にまで及ぼした型の構造を示した
斜視図であり、第3図は第2図に示した型とともに鉄筋
および中空管を組込んだ状態を示した斜視図である。
1・・・・・・隅部パネル
2・・・・・・縦方向端縁部
3・・・・・・凹入縦溝部分
4・・・・・・縦長突出部分
5・・・・・・平パネル
6・・・・・・縦方向端縁部
7・・・・・・凹入縦溝部分
8・・・・・・縦長突出部分
9・・・・・・外壁面構造体即ち外部永久型枠10・・
・・・・内壁面構造体
11・・・・・・梁型用内部永久型枠
12・・・・・・壁用内部永久型枠
13・・・・・・スラブ用内部永久型枠14・・・・・
・横筋
15・・・・・・縦筋
16・・・・・・上端筋
17・・・・・・下端筋
18・・・−・・スターラップ
19・・・・・・中空管
20・・・・・・配力筋
21・・・・・・スラブ主筋
22・・・・・・スラブスターラップ
23・・・・・・セパレータ即ち通しボルト24・・・
・・・パイプ
25・・・・・・フオームタイ
26・・・・・・仕上材
27・・・・・・基材
28・・・・・・ウレタンホーム断熱材29・・・・・
・取付金物
30・・・・・・枕型
31・・−・・・壁型
32・・・・・・梁型
33・・・・・・セパレーター用通し穴34・・・・・
・スラブFIG. 1 is a perspective view showing a joined state of flat panels used for constructing an architectural structure to which the present invention is applied;
Figure 2 is a perspective view showing the structure of a type in which the connection state of the flat panels shown in Figure 1 is applied not only to the wall type but also to the pillow type and beam type. FIG. 3 is a perspective view showing a state in which reinforcing bars and hollow tubes are assembled together with a mold. 1...Corner panel 2...Vertical edge portion 3...Recessed longitudinal groove portion 4...Vertical protruding portion 5...・Flat panel 6...Vertical end edge 7...Recessed longitudinal groove portion 8...Vertical protruding portion 9...Outer wall structure, ie, exterior Permanent formwork 10...
...Inner wall structure 11...Internal permanent formwork for beam type 12...Internal permanent formwork for wall 13...Internal permanent formwork for slab 14.・・・・・・
・Horizontal bars 15...Vertical bars 16...Top bars 17...Bottom bars 18--Stirrup 19...Hollow tube 20 ... Distribution reinforcement 21 ... Slab main reinforcement 22 ... Slab stirrup 23 ... Separator or through bolt 24 ...
... Pipe 25 ... Form tie 26 ... Finishing material 27 ... Base material 28 ... Urethane home insulation material 29 ...
・Mounting hardware 30...Pillow type 31...Wall type 32...Beam type 33...Separator through hole 34...
・Slab
Claims (1)
面構造体とを所望間隔をあけて立設し、或いは立設され
た外面構造体をさらに上方に延伸させ、さらに前記内面
構造体の上端部から水平方向に延伸させられた水平面構
造体を配設し、それらの外面構造体と内面構造体と水平
面構造体のそれぞれの構造体を型枠の代りにして、コン
クリート材料を流し込み、養生期間経過後、内部構造が
コンクリート材料の固化によって形成されるとともに型
枠の代りに使用された外面構造体と内面構造体と水平面
構造体とがいずれも、建造物の表面構造体になりうるよ
うにしたコンクリート打設方法。 2)一方でその表面を仕上材からなる構成にした外壁面
等の外面を有する構造体を設け、他方でその表面を内装
材の下地材からなる構成にした内壁面等の内面を有する
構造体を設け、それらの処理をした外面を有する構造体
および内面を有する構造体の間にできた空間部にコンク
リート材料を流し込むことにより内外両面がさらに仕上
加工、或いは表面処理或いは内装処理などの種々の加工
或いは処理が不必要な表面状態を保持しうるようにさせ
る特許請求の範囲1記載のコンクリート打設方法。 3)その内部に鉄筋コンクリート構造部分或いは鉄筋に
代る構造部分或いは鉄筋のない構造部分を設け、その構
造部分の一方側を、その表面が仕上材の層からなる永久
型枠構造部分にし、前記コンクリート構造部分の他方側
をその表面が内装材の下地材からなる永久型枠構造部分
にしてなる特許請求の範囲1記載の三層構造の建築構造
体。 4)一方でその外表面を仕上面にした平面構造体を立設
し、他方でその外表面を内装材の下地材からなる平面構
造体を立設し、或いは水平方向に平面構造体を形成して
、それらの平面構造体間に或いは平面構造体上にコンク
リート打設を行うに際して前記平面構造体が十分強度的
に耐え得るように形成してなる特許請求の範囲1記載の
建築構造体のための建造枠装置。 5)一方で仕上処理した平パネルを接合して外壁面構造
体を形成し、他方で前記外壁面構造体に対し、横幅方向
に所望間隔をとって位置させられた内装材の下地材から
なる内壁面構造体を前記外壁面構造体と同じように接合
して形成し、前記外壁面構造体と内壁面構造体との間に
コンクリート材料を流し込み養生期間経過後固化させて
建築構造体にさせるようにしてなる特許請求の範囲1記
載の建築構造体の壁面の建造方法。[Scope of Claims] 1) The outer structure and the inner structure are erected at a desired interval by incorporating a reinforcing bar combination therein, or the erected outer structure is further extended upward. Further, a horizontal structure extending horizontally from the upper end of the inner structure is provided, and each of the outer structure, the inner structure, and the horizontal structure is used in place of a formwork. After the concrete material is poured and a curing period has elapsed, the internal structure is formed by the solidification of the concrete material, and the external structure, internal structure, and horizontal surface structure used in place of the formwork are all assembled into a building. A method of placing concrete that can be used as a surface structure. 2) On the one hand, a structure having an outer surface such as an outer wall surface made of a finishing material, and on the other hand, a structure having an inner surface such as an inner wall surface whose surface is made of a base material of an interior material. By pouring concrete material into the space created between the structure with the treated outer surface and the structure with the inner surface, both the inside and outside surfaces can be further finished, or various treatments such as surface treatment or interior treatment can be applied. 2. The method for placing concrete according to claim 1, wherein a surface condition that does not require processing or treatment can be maintained. 3) A reinforced concrete structural part, a structural part in place of reinforcing bars, or a structural part without reinforcing bars is provided inside the structure, and one side of the structural part is made into a permanent formwork structure part whose surface is made of a layer of finishing material, and the concrete A three-layered architectural structure according to claim 1, wherein the other side of the structural part is a permanent formwork structure part whose surface is made of a base material of an interior material. 4) On one side, a planar structure with its outer surface as a finished surface is erected, and on the other hand, a planar structure made of a base material for the interior material is erected on the outer surface, or a planar structure is formed in the horizontal direction. The architectural structure according to claim 1, wherein the planar structure is formed to have sufficient strength when concrete is placed between or on the planar structure. Construction frame equipment for. 5) On the one hand, the finished flat panels are joined to form an exterior wall structure, and on the other hand, the base material of the interior material is positioned at a desired interval in the width direction with respect to the exterior wall structure. An inner wall structure is joined and formed in the same manner as the outer wall structure, and a concrete material is poured between the outer wall structure and the inner wall structure and solidified after a curing period to form an architectural structure. A method of constructing a wall surface of an architectural structure according to claim 1, which is performed as follows.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP28416590A JPH04161548A (en) | 1990-10-24 | 1990-10-24 | Placing of concrete and construction of building structure thereby and by formwork for the construction and method therefor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP28416590A JPH04161548A (en) | 1990-10-24 | 1990-10-24 | Placing of concrete and construction of building structure thereby and by formwork for the construction and method therefor |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04161548A true JPH04161548A (en) | 1992-06-04 |
Family
ID=17675026
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP28416590A Pending JPH04161548A (en) | 1990-10-24 | 1990-10-24 | Placing of concrete and construction of building structure thereby and by formwork for the construction and method therefor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04161548A (en) |
-
1990
- 1990-10-24 JP JP28416590A patent/JPH04161548A/en active Pending
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