JP3072066B2 - Construction method of building with arched roof - Google Patents
Construction method of building with arched roofInfo
- Publication number
- JP3072066B2 JP3072066B2 JP9200828A JP20082897A JP3072066B2 JP 3072066 B2 JP3072066 B2 JP 3072066B2 JP 9200828 A JP9200828 A JP 9200828A JP 20082897 A JP20082897 A JP 20082897A JP 3072066 B2 JP3072066 B2 JP 3072066B2
- Authority
- JP
- Japan
- Prior art keywords
- roof
- bag member
- building
- arched
- reinforced 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.)
- Expired - Lifetime
Links
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、産業廃棄物などを
収容するのに適したアーチ型屋根付き建屋の建設方法に
関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a building with an arched roof suitable for containing industrial waste and the like.
【0002】[0002]
【従来の技術】従来、アーチ型屋根を有する大型建屋を
建設する場合、その巨大な鉄筋コンクリート屋根の厚さ
に応じ予め木製等の型枠を組立てたり、同型枠の内部に
鉄筋を配置したりしてから、同鉄筋を埋設させるように
型枠内に生コンクリートを充填し固化させることが行な
われている。2. Description of the Related Art Conventionally, when constructing a large building having an arched roof, a wooden or other formwork is previously assembled according to the thickness of the huge reinforced concrete roof, or a reinforcing bar is placed inside the same formwork. After that, ready-mixed concrete is filled and solidified in the form so as to bury the rebar.
【0003】[0003]
【発明が解決しようとする課題】ところで、前述のよう
な従来のアーチ型屋根付き建屋建設方法では、木製型枠
等を組立てるために作業用の足場を組む必要があり、建
設すべき建屋が大きくなるにつれ、上記の型枠や足場も
著しく大掛かりになって、これらの組立ておよび解体の
ために大幅な建設コストの増加を招くという問題点があ
る。本発明は、このような問題点の解消をはかろうとす
るもので、木製等の型枠の枠組みや大掛かりな足場の組
立て解体を必要とすることなく簡便な手段で鉄筋コンク
リート屋根を形成できるようにしたアーチ型屋根付き建
屋建設方法を提供することを課題とする。By the way, in the above-mentioned conventional method of constructing a building with an arched roof, it is necessary to build a working scaffold for assembling a wooden formwork or the like, and the building to be constructed is large. As a result, the above-mentioned molds and scaffolds become extremely large, and assembling and disassembling them causes a problem that the construction cost is greatly increased. The present invention is intended to solve such a problem, and it is possible to form a reinforced concrete roof by a simple means without requiring disassembly and disassembly of a formwork such as a wooden frame and a large-scale scaffold. It is an object to provide a method for constructing a building with an arched roof.
【0004】[0004]
【課題を解決するための手段】前述の課題を解決するた
め、本発明のアーチ型屋根付き建屋建設方法は、地盤上
に互いに間隔をあけて平行に延在し起立した左右の側壁
を設けてから、これらの側壁の上縁の相互間に袋部材を
架設して、同袋部材を膨張させることにより同袋部材の
上面にアーチ型の型面を形成し、同型面に沿い鉄筋網を
配置するとともに同鉄筋網を埋没させるように生コンク
リートを吹き付けて、上記左右の側壁の上縁を連結する
鉄筋コンクリート屋根を形成するアーチ型屋根付き建屋
建設方法において、上記袋部材を、上記左右の側壁の上
縁に沿い局部的に設けて膨張させ、同袋部材の上面にお
けるアーチ型の型面上に鉄筋コンクリートの局部的な屋
根を形成してから、同袋部材をしぼませることにより同
袋部材を上記屋根から剥離させた後、同袋部材を上記側
壁の上縁に沿うレール上を移動させて同袋部材を上記鉄
筋コンクリートの局部的な屋根に隣接する部分に移し再
び膨張させることにより同袋部材の上面にアーチ型の型
面を形成して、同型面上に上記の局部的な屋根に接続す
る鉄筋コンクリート屋根を形成し、以下順次同様の手順
により上記側壁の上縁を連結するアーチ型の鉄筋コンク
リート屋根を完成することを特徴としている。In order to solve the above-mentioned problems, a method for constructing a building with an arched roof according to the present invention comprises providing left and right standing side walls extending parallel and spaced apart from each other on the ground. From above, a bag member is erected between the upper edges of these side walls, and the bag member is inflated to form an arched mold surface on the upper surface of the bag member, and a reinforcing mesh is arranged along the same mold surface. Spraying ready-mixed concrete so as to bury the same reinforced mesh, and forming a reinforced concrete roof connecting the upper edges of the left and right side walls. locally inflated provided along the upper edge, after forming a localized roof reinforced concrete on the mold surface arched in the upper surface of the bag member, the by Rukoto deflated same bag member
After peeling the bag member from the roof , the bag member is moved on a rail along the upper edge of the side wall, and the bag member is moved to a portion adjacent to the local reinforced concrete roof and expanded again. An arch-shaped mold surface is formed on the upper surface of the bag member, a reinforced concrete roof connected to the local roof is formed on the same mold surface, and an arch connecting the upper edges of the side walls is sequentially formed in the same manner. is characterized in that to complete the type of reinforcing bar Conch <br/> lied roof.
【0005】上述の本発明のアーチ型屋根付き建屋建設
方法では、左右の側壁の各上縁の相互間に架け渡された
袋部材の膨張により、同袋部材の上面に、局部的な屋根
を作るためのアーチ型の型面が形成され、同型面に沿い
配置された鉄筋網を埋没させるように生コンクリートを
吹き付けて、その固化により、アーチ型鉄筋コンクリー
ト製の局部的な屋根が、足場などを要することなく簡便
に形成されるようになる。In the above-described construction method of a building with an arched roof according to the present invention , a local roof is provided on the upper surface of the bag member by expanding the bag member bridged between the upper edges of the left and right side walls.
Mold surface of the arched for making been formed, by spraying the raw concrete so as to bury along arranged rebar network isomorphic surface, by its solidification, arched rebars concrete <br/> bets made local specific roof, will be easily formed without requiring the like scaffolds.
【0006】なお、多数の同形同大の建屋を建設する場
合は、上記袋部材の反復利用が可能になる。 [0006] In the case of constructing a building of a large number of the same shape and size will allow repeated use of the bag member.
【0007】このようにして、上記袋部材の上面におけ
るアーチ型の型面上に上記鉄筋コンクリートの局部的な
屋根を形成してから、同袋部材をしぼませた後、上記側
壁の上縁に沿うレール上を移動させ、同袋部材を上記鉄
筋コンクリートの局部的な屋根に隣接する部分に移して
再び膨張させることにより同袋部材の上面にアーチ型の
型面が形成される。ついで、同型面上に上記の局部的な
屋根に接続する鉄筋コンクリート屋根を形成し、以下順
次同様の手順により上記側壁の上縁を連結する鉄筋コン
クリート屋根が完成する。 [0007] After this manner, after forming the local <br/> roof of the concrete on the mold surface arched in the upper surface of the bag member, deflated the bag member, the side
The arched mold surface is formed on the upper surface of the bag by moving on a rail along the upper edge of the wall, moving the bag to a portion adjacent to the local roof of reinforced concrete , and expanding again. . Then, to form a reinforced concrete roof that connects to the localized <br/> roof on isomorphic surface, reinforced concrete roofs connecting the upper edge of the side wall is you completed by sequentially similar procedure below.
【0008】上述のアーチ型屋根付き建屋建設方法は、
単一の建屋を建設するような場合に有利であり、小規模
の袋部材を上記左右の側壁の上縁に沿うレール上を移動
させるようにして反復利用できるので、建屋の建設コス
トを大幅に低減させることができる。[0008] The above-described construction method of a building with an arched roof includes
Is advantageous in the case so as to build a single building, because a small bag member can repeated use and to move the upper along the Hare rail upper edge of the side walls of the left and right substantial construction costs of the building Can be reduced.
【0009】[0009]
【発明の実施の形態】以下、図面により本発明の一実施
形態としてのアーチ型屋根付き建屋建設方法について説
明すると、図1は本発明の方法により建設中の建屋の側
壁立設状態を示す斜視図、図2は図1の側壁間に袋部材
を架設し膨張させた状態を示す斜視図、図3は図2の袋
部材の上面にコンクリートを打設した状態を示す斜視
図、図4は図3の建屋の屋根の完成状態を示す斜視図で
あり、図5は図4の建屋の使用状態を示す断面図、図6
は本発明による建屋の連接状態を示す斜視図、図7は図
6の連接式建屋における鉄筋の配置状態を模式的に示す
要部断面図である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing a construction method of a building with an arched roof according to an embodiment of the present invention. FIG. 2 is a perspective view showing a state where a bag member is erected and expanded between the side walls of FIG. 1, FIG. 3 is a perspective view showing a state where concrete is cast on the upper surface of the bag member of FIG. 2, and FIG. FIG. 5 is a perspective view showing a completed state of the roof of the building of FIG. 3; FIG. 5 is a sectional view showing a use state of the building of FIG. 4;
7 is a perspective view showing a connected state of a building according to the present invention, and FIG. 7 is a sectional view of a main part schematically showing an arrangement state of reinforcing bars in the connected type building of FIG.
【0010】本実施形態のアーチ型屋根付き建屋建設方
法では、図1に示すように、まず地盤Gに設けた基礎1
上に左右一対の鉄筋コンクリート製側壁2,2が、互い
に間隔をあけて平行に延在するように立設される。In the method for constructing a building with an arched roof according to the present embodiment, first, as shown in FIG.
A pair of left and right reinforced concrete side walls 2, 2 are erected on the upper side so as to extend in parallel with a space therebetween.
【0011】ついで、図2に示すように、両側壁2,2
の上縁の相互間に袋部材3が架設され、同袋部材3に図
示しないエア・コンプレッサーで空気を圧入することに
より、同袋部材3の上面にアーチ型の型面3aが形成さ
れる。Next, as shown in FIG.
A bag member 3 is erected between the upper edges of the bag member 3 and an air compressor (not shown) presses air into the bag member 3 to form an arched mold surface 3a on the upper surface of the bag member 3.
【0012】そして、型面3aに沿い鉄筋網を配置する
とともに、同鉄筋網を埋没させるように生コンクリート
を吹き付けて、図3に示すごとく左右の側壁2,2の上
縁を連結する鉄筋コンクリート製屋根5aが形成され
る。Then, a reinforcing steel mesh is arranged along the mold surface 3a, and fresh concrete is sprayed so as to bury the reinforcing steel mesh, so that the upper edges of the left and right side walls 2, 2 are connected as shown in FIG. A roof 5a is formed.
【0013】このようにして、局部的な屋根5aが形成
されると、袋部材3は、しぼませられて屋根5aから剥
離するので、後述のレールに沿い、同屋根5aに隣接す
る部分に容易に移される。そして、袋部材3は再び膨張
状態にされて、前述と同様の手順で袋部材3の上面に形
成されたアーチ型の型面上に鉄筋コンクリート製屋根が
形成され、これを繰返すことにより図4に示すように屋
根5が完成する。なお、屋根5には産業廃棄物投下用の
複数の開口が形成されて、水密開閉蓋6を装着される。[0013] peeling-off this way, the local roof 5a is formed, the bag member 3 from deflating not be in the roof 5a
Since it is separated, it is easily moved to a portion adjacent to the roof 5a along a rail described later . Then, the bag member 3 is expanded again, and a reinforced concrete roof is formed on the arched mold surface formed on the upper surface of the bag member 3 in the same procedure as described above. The roof 5 is completed as shown. A plurality of openings for dropping industrial waste are formed in the roof 5 and a watertight opening / closing lid 6 is attached.
【0014】また側壁2および屋根5の端部を結合する
ように、図示しない鉄筋コンクリート製端壁が形成され
る。このようにして完成した建屋の内部地盤は掘削され
て凹所4とされ、同凹所4の表面にはプラスチックシー
トを敷きつめたりして防水加工が施される。An unillustrated reinforced concrete end wall is formed so as to connect the side wall 2 and the end of the roof 5. The internal ground of the building completed in this way is excavated to form a recess 4, and the surface of the recess 4 is waterproofed by laying a plastic sheet or the like.
【0015】上述の本実施形態のアーチ型屋根付き建屋
建設方法では、左右の側壁2,2の各上縁の相互間に架
け渡された袋部材3の膨張により、同袋部材3の上面に
アーチ型の少なくとも一部の型面3aが形成され、同型
面3aに沿い配置された鉄筋網を埋没させるように生コ
ンクリートを吹き付けて、その固化により、アーチ型の
鉄筋コンクリート製屋根5aが、足場などを要すること
なく簡便に形成されるようになる。In the above-described construction method for a building with an arched roof according to the present embodiment, the bag member 3 spanned between the upper edges of the left and right side walls 2, 2 is expanded on the upper surface of the bag member 3. At least a part of the arch-shaped mold surface 3a is formed, and the fresh concrete is sprayed so as to bury the reinforced mesh arranged along the same mold surface 3a, and the solidification thereof causes the arch-shaped reinforced concrete roof 5a to be used as a scaffold. , And can be formed simply without requiring.
【0016】そして、複数の同形同大の建屋を並列状に
連結して図6に示すように建設する場合は、袋部材3の
反復利用が可能になる。 [0016] Then, when the construction as shown in FIG. 6 by connecting a building with a plurality of the same shape and size in parallel form, repeated use of the bag member 3 is capable of ing.
【0017】さらに、局部的な屋根5aを形成するごと
に袋部材3を移動させて、隣接する屋根を形成する方法
は、単一の建屋を建設するような場合に有利であり、小
規模の袋部材3を左右の側壁2,2の上縁に沿い図示し
ないレール上を移動させるようにして反復利用できるの
で、建屋の建設コストを著しく低減させることができ
る。Further, the method of forming the adjacent roof by moving the bag member 3 every time the local roof 5a is formed is advantageous in the case of constructing a single building, and is small in scale. Since the bag member 3 can be repeatedly used by moving on a rail (not shown) along the upper edges of the left and right side walls 2 and 2, the construction cost of the building can be significantly reduced.
【0018】上述の建屋内に産業廃棄物等を収容する際
には、図4に示すように側壁2の外側面における地盤G
のレベルを高くしてから、開閉蓋6を開いて、その開口
部へ、図5に示すように、ダンプトラック7による産業
廃棄物の投入が行なわれる。そして、建屋内では無人ブ
ルドーザ8による坦し作業が行なわれる。なお、屋根5
の内面には監視カメラ9や投光器10が装着されている。When storing industrial wastes and the like in the above-mentioned building, as shown in FIG.
Then, the opening / closing lid 6 is opened, and as shown in FIG. 5, the industrial waste is charged into the opening by the dump truck 7. Then, in the building, the unmanned bulldozer 8 carries out the work. The roof 5
A surveillance camera 9 and a projector 10 are mounted on the inner surface of the camera.
【0019】また、建屋5を連接する場合は、図7に示
すように、鉄筋コンクリート製の屋根5には鉄筋網11が
埋設されるほか、隣接する屋根5,5の相互間にまたが
る取合鉄筋12が埋設され、さらに屋根5をプレストレス
トコンクリート製とするための鋼製ワイヤ(テンドン)
13も施される。When the buildings 5 are to be connected, as shown in FIG. 7, a reinforced concrete roof 11 is buried with a reinforcing bar network 11, and a reinforcing bar extending between the adjacent roofs 5, 5. 12 is buried, and steel wire (tendon) is used to make the roof 5 made of prestressed concrete
13 is also given.
【0020】鉄筋コンクリート製の側壁2については、
屋根5との間にまたがる取合鉄筋14が施されるほか、袋
部材3に圧縮空気を圧入した際の内側方への倒れを防止
するため、工事期間中はアース・アンカーワーヤ15が施
される。Regarding the side wall 2 made of reinforced concrete,
In addition to the reinforcement bar 14 that straddles the roof 5, an earth anchor wire 15 is provided during construction to prevent the bag member 3 from falling inward when compressed air is pressed into the bag member 3. .
【0021】[0021]
【発明の効果】以上詳述したように、本発明のアーチ型
屋根付き建屋建設方法によれば次のような効果が得られ
る。 (1) 左右の側壁の各上縁の相互間に架け渡された袋部材
の膨張により、同袋部材の上面に、局部的な屋根のため
のアーチ型の型面が形成され、同型面に沿い配置された
鉄筋網を埋没させるように生コンクリートを吹き付け
て、その固化により、アーチ型の鉄筋コンクリート製屋
根が、足場などを要することなく簡便に形成されるよう
になる。 (2) 上記左右の側壁の上縁相互間に順次局部的な屋根を
形成するための袋部材が用いられるので、小規模の袋部
材を上記左右の側壁の上縁に沿うレール上を移動させる
ようにして反復利用できるようになり、これにより建屋
の建設コストを著しく低減させることができる。そし
て、上記袋部材は軽量の構造物であるから、レール上の
移動は単に滑らせるだけで軽快に行える利点がある。 (3) 多数の同形同大の建屋を建設する場合にも、上記袋
部材の反復利用が可能になる。As described in detail above, the following effects can be obtained by the method of constructing a building with an arched roof according to the present invention. (1) Due to the expansion of the bag member bridged between the upper edges of the left and right side walls, an arch-shaped mold surface for a local roof is formed on the upper surface of the bag member, and the same shape surface is formed. The fresh concrete is sprayed so as to bury the reinforcing steel mesh arranged along the side, and the solidification thereof allows the arched reinforced concrete roof to be easily formed without requiring a scaffold or the like. (2) Since a bag member for sequentially forming a local roof is used between the upper edges of the left and right side walls, a small-sized bag member is moved on a rail along the upper edges of the left and right side walls. In this way, it can be used repeatedly, which can significantly reduce the construction costs of the building. Soshi
Since the bag member is a lightweight structure,
There is an advantage that movement can be performed simply by simply sliding. (3) The above-mentioned bag members can be used repeatedly even when constructing many buildings of the same shape and size.
【図1】本発明の一実施形態としてのアーチ型屋根付き
建屋建設方法により建設中の建屋の側壁立設状態を示す
斜視図である。FIG. 1 is a perspective view showing an erecting state of a side wall of a building under construction by a method of building a building with an arched roof as one embodiment of the present invention.
【図2】図1の側壁間に袋部材を架設し膨張させた状態
を示す斜視図である。FIG. 2 is a perspective view showing a state in which a bag member is installed between the side walls of FIG. 1 and expanded.
【図3】図2の袋部材の上面にコンクリートを打設した
状態を示す斜視図である。FIG. 3 is a perspective view showing a state where concrete is cast on the upper surface of the bag member of FIG. 2;
【図4】図3の建屋の屋根を継ぎ足して完成させた状態
を示す斜視図である。FIG. 4 is a perspective view showing a state in which the roof of the building of FIG. 3 is added and completed.
【図5】図4の建屋の使用状態を示す断面図である。FIG. 5 is a sectional view showing a use state of the building of FIG. 4;
【図6】本発明の他の実施形態による建屋の連接状態を
示す斜視図である。FIG. 6 is a perspective view showing a connected state of a building according to another embodiment of the present invention.
【図7】図6の連接式建屋における鉄筋の配置状態を模
式的に示す要部断面図である。FIG. 7 is a cross-sectional view of a main part schematically showing an arrangement of reinforcing bars in the articulated building of FIG. 6;
1 基礎 2 側壁 3 袋部材 3a アーチ型の型面 4 凹処 5 屋根 5a 局部的な屋根 6 開閉蓋 7 ダンプトラック 8 無人ブルドーザ 9 監視カメラ 10 投光器 11 鉄筋網 12 取合鉄筋 13 鋼製ワイヤ 14 取合鉄筋 15 アース・アンカーワイヤ G 地盤 DESCRIPTION OF SYMBOLS 1 Foundation 2 Side wall 3 Bag member 3a Arch type mold surface 4 Recess 5 Roof 5a Local roof 6 Opening / closing lid 7 Dump truck 8 Unmanned bulldozer 9 Surveillance camera 10 Floodlight 11 Reinforcing network 12 Steel bar 13 Steel wire 14 Joint Rebar 15 Earth / Anchor Wire G Ground
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04G 21/14 E04B 1/35 E04B 7/08 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 7 , DB name) E04G 21/14 E04B 1/35 E04B 7/08
Claims (1)
し起立した左右の側壁を設けてから、これらの側壁の上
縁の相互間に袋部材を架設して、同袋部材を膨張させる
ことにより同袋部材の上面にアーチ型の型面を形成し、
同型面に沿い鉄筋網を配置するとともに同鉄筋網を埋没
させるように生コンクリートを吹き付けて、上記左右の
側壁の上縁を連結する鉄筋コンクリート屋根を形成する
アーチ型屋根付き建屋建設方法において、上記袋部材
を、上記左右の側壁の上縁に沿い局部的に設けて膨張さ
せ、同袋部材の上面におけるアーチ型の型面上に鉄筋コ
ンクリートの局部的な屋根を形成してから、同袋部材を
しぼませることにより同袋部材を上記屋根から剥離させ
た後、同袋部材を上記側壁の上縁に沿うレール上を移動
させて同袋部材を上記鉄筋コンクリートの局部的な屋根
に隣接する部分に移し再び膨張させることにより同袋部
材の上面にアーチ型の型面を形成して、同型面上に上記
の局部的な屋根に接続する鉄筋コンクリート屋根を形成
し、以下順次同様の手順により上記側壁の上縁を連結す
るアーチ型の鉄筋コンクリート屋根を完成することを特
徴とする、アーチ型屋根付き建屋建設方法。An upright left and right side wall extending parallel to each other at an interval is provided on the ground, and a bag member is erected between upper edges of these side walls to inflate the bag member. By forming an arch-shaped mold surface on the upper surface of the bag member,
In the construction method for a building with an arched roof that forms a reinforced concrete roof connecting a top edge of the left and right side walls by laying a reinforcement network along the same surface and spraying ready-mixed concrete so as to bury the reinforcement network, The member is locally provided along the upper edges of the left and right side walls and inflated to form a local reinforced concrete roof on the arched mold surface on the upper surface of the bag member. after the same bag member was <br/> is peeled from the roof by Mase Rukoto, adjacent the bag member to the bag member is moved on rails along the upper edge of the side wall to local roof of the reinforced concrete The arched mold surface is formed on the upper surface of the bag member by transferring to the portion to be reinflated, and a reinforced concrete roof connected to the local roof is formed on the same mold surface. Step by characterized by complete a reinforced concrete roof arched connecting the upper edge of the side wall, building construction methods with arched roof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9200828A JP3072066B2 (en) | 1997-07-10 | 1997-07-10 | Construction method of building with arched roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9200828A JP3072066B2 (en) | 1997-07-10 | 1997-07-10 | Construction method of building with arched roof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH1130039A JPH1130039A (en) | 1999-02-02 |
| JP3072066B2 true JP3072066B2 (en) | 2000-07-31 |
Family
ID=16430884
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9200828A Expired - Lifetime JP3072066B2 (en) | 1997-07-10 | 1997-07-10 | Construction method of building with arched roof |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3072066B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107559209A (en) * | 2017-10-27 | 2018-01-09 | 上海中韩杜科泵业制造有限公司 | A kind of horizontal end suction centrifugal pump |
| CN115250998A (en) * | 2021-04-29 | 2022-11-01 | 浙江富地机械有限公司 | Method for improving floating water supporting reliability of aerator and impeller aerator |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6328433A (en) * | 1986-07-21 | 1988-02-06 | Hitachi Ltd | Continuous-treatment for high viscous substance |
| JPS63284332A (en) * | 1987-05-18 | 1988-11-21 | 富士住宅センタ−株式会社 | Construction method of dome and bag body for mold frame thereof |
| JPS6414470A (en) * | 1987-07-04 | 1989-01-18 | Shimizu Construction Co Ltd | Double layer formwork |
| JP2700162B2 (en) * | 1988-12-27 | 1998-01-19 | 岡部株式会社 | Mobile formwork construction method for arch concrete |
-
1997
- 1997-07-10 JP JP9200828A patent/JP3072066B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH1130039A (en) | 1999-02-02 |
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