JPH10121721A - Free curved surface lightweight form and method thereof - Google Patents

Free curved surface lightweight form and method thereof

Info

Publication number
JPH10121721A
JPH10121721A JP29571196A JP29571196A JPH10121721A JP H10121721 A JPH10121721 A JP H10121721A JP 29571196 A JP29571196 A JP 29571196A JP 29571196 A JP29571196 A JP 29571196A JP H10121721 A JPH10121721 A JP H10121721A
Authority
JP
Japan
Prior art keywords
formwork
lightweight
concrete
free
fixed
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
Application number
JP29571196A
Other languages
Japanese (ja)
Inventor
Akira Nishimura
明 西村
Koji Mizobuchi
晃治 溝渕
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 JP29571196A priority Critical patent/JPH10121721A/en
Publication of JPH10121721A publication Critical patent/JPH10121721A/en
Pending legal-status Critical Current

Links

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

PROBLEM TO BE SOLVED: To make it possible to carry out manpower execution by making a form member lightweight and to enable a form itself as an exterior wall surface of a building after the execution. SOLUTION: A plurality of stages of synthetic resin free curved surface lightweight forms 3 formed in the shape of an approximately square with a panel-shape providing form joint vertical ribs 1 having a plurality of bolt holes in both ends on the rear side and post vertical ribs 2 as form bases in teh central part on the rear side are fixed in parallel between a plurality of posts 4 installed at an interval shorter than the width of the form on the surface of a footing of a building with bolts/nuts in a curved state. One end of each of the posts 4 is borne on a diagonal member 5 fixed in concrete.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、道路、宅地造成及
び軌道工事等に用いる気泡混合軽量コンクリート盛土に
伴う土工における、軽量型枠兼用壁面材及びこれらを用
いた軽量型枠工法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a light-weight formwork wall material and a light-weight formwork method using the same in earthwork with aerated lightweight concrete embankment used for road, residential land development and track work. .

【0002】[0002]

【従来の技術】従来、軽量性、流動性に優れる気泡混合
軽量コンクリート盛土工法は、盛土材となる気泡混合軽
量コンクリートをグラウトポンプ等で圧送し、盛土施工
するものであるが、流動性を有する気泡混合軽量コンク
リートの盛土材を拘束し、盛土材の硬化後は外壁面とな
る型枠兼用のコンクリート板をH形鋼等の支柱又はアン
カー材により盛土施工箇所に盛土型枠として組み立て施
工している。
2. Description of the Related Art Conventionally, in a method of embedding light-weight aerated concrete, which is excellent in lightness and fluidity, an air-blended light-weight concrete as an embankment material is pumped by a grout pump or the like and embankment is performed. After the embankment material of the foam mixed lightweight concrete is constrained, after the embankment material has hardened, a concrete plate that also serves as the outer wall is assembled and constructed as an embankment formwork at the embankment construction site with a pillar or anchor material such as H-section steel. I have.

【0003】[0003]

【発明が解決しようとする課題】従来の型枠材を用いた
気泡混合軽量コンクリート盛土工法は、型枠の支柱とな
るH形鋼や外壁面兼用のコンクリート板の重量の関係か
ら、型枠を組み立てる際にクレーン等の吊り上げ施工機
械を必要とし、資材運搬や吊り上げ重機の作業スペース
を確保する工事用道路が不可欠である。
In the conventional lightweight concrete embankment mixing method using a form material, the form of the H-shaped steel or the concrete plate which also serves as the outer wall surface is used for the formation of the form. When assembling, a lifting construction machine such as a crane is required, and a construction road that secures a work space for transporting materials and lifting heavy equipment is indispensable.

【0004】このため、山岳地域等の急傾斜地に道路を
必要とする場合は、本体道路を建設するために、資材運
搬や吊り上げ重機の作業スペースを確保する工事用道路
の施工が別途必要となり、これら工事用道路に係る費用
は、全体道路事業費の大きなウエイトを占めると共に、
往々にして本体道路で必要とする以上の大規模な地山掘
削作業を伴い、この結果、長大法面が必然的に発生し、
治山上の問題のみならず、ひいては自然環境破壊につな
がる事が多々ある。
[0004] For this reason, when a road is required on a steep slope such as a mountain area, construction of a construction road for securing a work space for material transport and lifting heavy equipment is required in order to construct a main road. The costs for these construction roads account for a large part of the total road project cost,
Often accompanied by excavation work on the ground that is larger than required on the main road, which inevitably resulted in a long slope.
In addition to problems related to mountain control, it often leads to destruction of the natural environment.

【0005】本発明は、従来の気泡混合軽量コンクリー
ト盛土工法に伴うこのような問題を解決するため外壁面
となる型枠の資材重量を軽量化するとともに施工方法の
合理化を図ることにより、資材運搬や吊り上げ重機の作
業スペースを確保するための工事用道路が無くても、人
力施工による資材運搬や気泡混合軽量コンクリート盛土
の外壁面となる型枠の組み立てが可能となる自由曲面軽
量型枠及び自由曲面軽量型枠工法を提供するものであ
る。
[0005] The present invention solves the above-mentioned problems associated with the conventional foam-mixed lightweight concrete embankment method by reducing the weight of the material of the formwork serving as the outer wall surface and rationalizing the construction method, thereby contributing to the material transportation. Curved and lightweight formwork that allows for the transport of materials by manual work and assembly of the formwork that forms the outer wall surface of the lightweight concrete embankment, even if there is no construction road to secure the work space for the heavy lifting equipment It is to provide a curved lightweight formwork method.

【0006】[0006]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る自由曲面軽量型枠工法は、外壁面兼用
の型枠を自由曲面をなす板状の薄層型枠とし、基礎コン
クリートに型枠幅より短い間隔で複数設置された支柱間
に本型枠を湾曲状態でボルト・ナットにより並列状に複
数段定着するとともに、本支柱の一端を斜材でコンクリ
ート中に固定、支持することにより外壁面兼用の型枠を
組み立てる単純構造を採用する。これにより作業の合理
化、効率化を図る。また、更に外壁面兼用の型枠部材の
軽量化を図ることにより人力施工を可能にすることによ
り、作業環境の副次的危険因子を減少させ、ひいては作
業全体の安全性の向上を図る。
In order to achieve the above-mentioned object, a free-form surface lightweight formwork method according to the present invention comprises a plate-shaped thin layer formwork that forms a freeform surface as a formwork that also serves as an outer wall surface. This formwork is fixed in multiple stages in parallel with bolts and nuts in a curved state between columns installed on concrete at intervals shorter than the form width, and one end of this column is fixed and supported in concrete with diagonal material In this way, a simple structure that assembles a formwork that also serves as the outer wall surface is adopted. This aims to streamline work and increase efficiency. In addition, by reducing the weight of the form member that also serves as the outer wall surface, it is possible to perform manual construction, thereby reducing a secondary risk factor of the work environment and improving safety of the whole work.

【0007】前記板状の薄層型枠は、流動性を有する気
泡混合軽量コンクリート盛土の背面からの圧力荷重に対
し、本型枠両端部を型枠面が湾曲形状となるように固定
することにより、本型枠材が有する張力強度を有効に機
能させ、前記圧力荷重を支持する。また、これら引張耐
力を利用した曲面型枠形状を採用するとともに、型枠の
軽量化と長期にわたる耐久性を期待するために、本型枠
材料の素材として合成樹脂材を用い、軽量で引長強度が
高く、かつ湾曲状の自由曲面を施工現場で容易に形成す
ることができる自由曲面軽量型枠とするものである。
[0007] The plate-shaped thin layer form is fixed at both ends of the form in such a manner that the form surface is curved in response to a pressure load from the back side of the air-mixed lightweight concrete embankment having fluidity. Thereby, the tension strength of the form material is made to function effectively to support the pressure load. In addition to adopting the curved formwork shape utilizing these tensile strengths, in order to expect the weight reduction of the formwork and long-term durability, the synthetic form material is used as the material of this formwork, and it is lightweight and elongated. A free-form light-weight formwork having high strength and capable of easily forming a curved free-form surface at a construction site.

【0008】[0008]

【発明の実施の形態及び実施例】発明の実施の形態及び
実施例について、以下に図面を参照し説明する。まず図
1において、薄層パネル(3)の背面両端部に複数のボ
ルト孔を有した型枠接続縦リブ(1)を設けるととも
に、背面中央部に型枠台となる支柱縦リブ(2)を設け
た略四角形の薄板状をなす合成樹脂製の自由曲面軽量型
枠を示す。
Embodiments and Examples of the Invention Embodiments and examples of the invention will be described below with reference to the drawings. First, in FIG. 1, a form connection vertical rib (1) having a plurality of bolt holes is provided at both ends of the back surface of the thin panel (3), and a support column vertical rib (2) serving as a form base is provided at the center of the back surface. 1 shows a free-form light-weight formwork made of a synthetic resin having a substantially square thin plate shape provided with.

【0009】また、図2に示される実施例は、前記自由
曲面軽量型枠をグラウトポンプ等で圧送した流動性の高
い気泡混合軽量コンクリート盛土材(7)の外壁面兼用
型枠として用いる事を示す。また、本型枠組み立て時に
おいて、基礎コンクリートに型枠幅より短い間隔で複数
設置された支柱(4)間に自由曲面軽量型枠(33)を
現地施工条件に応じて適度に押し曲げ、本型枠を湾曲状
態にてボルト・ナットにより並列状に複数段定着すると
ともに、支柱の一端をコンクリート中に固定される斜材
(5)で支持する自由曲面軽量型枠工法を示す。
In the embodiment shown in FIG. 2, the free-form surface light-weight formwork is used as a formwork which also serves as an outer wall surface of a high-fluidity bubble-mixed lightweight concrete fill material (7) pumped by a grout pump or the like. Show. In assembling the formwork, a free-form lightweight formwork (33) is appropriately pressed and bent between the plurality of columns (4) installed on the foundation concrete at intervals shorter than the formwork width in accordance with local construction conditions. A free-form surface lightweight formwork method in which a form is fixed in a plurality of stages in parallel with bolts and nuts in a curved state, and one end of a column is supported by a diagonal member (5) fixed in concrete.

【0010】[0010]

【発明の効果】本発明は、上述のとおり構成されてお
り、以下に記載されるような効果を奏する。自由曲面軽
量型枠工法は、軽量部材の単純構造であるため、資材運
搬を含む各作業行程について人力施工によることが可能
である。また、資材運搬やクレーン等の吊り上げ施工機
械の作業スペースを確保するための工事用道路を省略す
る事が可能となる。
The present invention is configured as described above and has the following effects. The free-form surface light-weight formwork method has a simple structure of light-weight members, and therefore, it is possible to perform manual work for each work process including material transportation. In addition, it is possible to omit a construction road for securing a work space for material handling and lifting construction machines such as cranes.

【0011】また、本型枠を擬木等のデザインを採用し
た化粧型枠とすることにより、周辺環境に配慮した壁面
形成が可能となる。
[0011] In addition, by forming the formwork as a decorative formwork employing a design such as pseudo wood, it is possible to form a wall surface in consideration of the surrounding environment.

【0012】また、本型枠自体が壁面材となるため、内
包する気泡混合軽量コンクリート盛土材の表面保護と劣
化防止効果を期待することができ、よってトータル的に
安全性及び信頼性の高い土構造物を造ること可能であ
る。
Further, since the formwork itself is used as a wall material, it is possible to expect the effect of protecting the surface and preventing deterioration of the light-weight concrete embankment mixed with air bubbles, thereby providing a soil with high safety and reliability in total. It is possible to build structures.

【0013】[0013]

【図面の簡単な説明】[Brief description of the drawings]

【図1】実施例1を示す説明図である。FIG. 1 is an explanatory diagram showing a first embodiment.

【図2】実施例2を示す説明図である。FIG. 2 is an explanatory diagram showing a second embodiment.

【符号の説明】[Explanation of symbols]

1 型枠接続縦リブ 2 支柱縦リブ 3 薄層パネル 4 支柱 5 斜材 6 基礎コンクリート 7 気泡混合軽量コンクリート盛土材 8 地盤 33 自由曲面軽量型枠 DESCRIPTION OF SYMBOLS 1 Form connection vertical rib 2 Post vertical rib 3 Thin layer panel 4 Post 5 Diagonal material 6 Foundation concrete 7 Bubble mixed lightweight concrete embankment material 8 Ground 33 Free-form surface lightweight formwork

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 略四角形をなす薄層パネル(3)の背面
両端部に複数のボルト孔を有した型枠接続縦リブ(1)
及び背面中央部に型枠台となる支柱縦リブ(2)を設け
た合成樹脂樹製の自由曲面軽量型枠。
1. A form-connecting vertical rib (1) having a plurality of bolt holes at both ends on the rear surface of a substantially square thin-layer panel (3).
And a free-form surface lightweight formwork made of synthetic resin, provided with a support vertical rib (2) serving as a formwork base in the center of the back surface.
【請求項2】 基礎コンクリート(6)に垂直に近い勾
配でかつ型枠幅より短い間隔で支柱(4)を複数設置
し、本支柱(4)間に請求項1の自由曲面軽量型枠(3
3)を湾曲状態にしてボルト・ナットにより並列状に複
数段定着し、支柱(4)の一端をコンクリート中に斜材
(5)で固定、支持することを特徴とした自由曲面軽量
型枠工法。
2. A free-form surface lightweight form (1) according to claim 1, wherein a plurality of struts (4) are installed at a gradient close to vertical to the foundation concrete (6) and at an interval shorter than the form width. 3
A free-form surface lightweight formwork method characterized in that 3) is set in a curved state, and is fixed in a plurality of stages in parallel with bolts and nuts, and one end of the column (4) is fixed and supported in concrete with a diagonal member (5). .
JP29571196A 1996-10-17 1996-10-17 Free curved surface lightweight form and method thereof Pending JPH10121721A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29571196A JPH10121721A (en) 1996-10-17 1996-10-17 Free curved surface lightweight form and method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29571196A JPH10121721A (en) 1996-10-17 1996-10-17 Free curved surface lightweight form and method thereof

Publications (1)

Publication Number Publication Date
JPH10121721A true JPH10121721A (en) 1998-05-12

Family

ID=17824176

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29571196A Pending JPH10121721A (en) 1996-10-17 1996-10-17 Free curved surface lightweight form and method thereof

Country Status (1)

Country Link
JP (1) JPH10121721A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003052217A1 (en) * 2001-12-14 2003-06-26 Fukuvi Chemical Industry Co., Ltd. Spacer for connecting concrete forms and concrete form connecting structure using the spacer
KR100725806B1 (en) 2006-03-25 2007-06-11 신현순 Skin treatment electrode
JP2011089253A (en) * 2009-10-20 2011-05-06 Sekisui House Ltd Form for exterior concrete slab on grade, and method for constructing the exterior concrete slab on grade
CN102373801A (en) * 2011-11-01 2012-03-14 吴方伯 Template for building

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003052217A1 (en) * 2001-12-14 2003-06-26 Fukuvi Chemical Industry Co., Ltd. Spacer for connecting concrete forms and concrete form connecting structure using the spacer
KR100725806B1 (en) 2006-03-25 2007-06-11 신현순 Skin treatment electrode
JP2011089253A (en) * 2009-10-20 2011-05-06 Sekisui House Ltd Form for exterior concrete slab on grade, and method for constructing the exterior concrete slab on grade
CN102373801A (en) * 2011-11-01 2012-03-14 吴方伯 Template for building

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