JP2016501330A - Mold frame and mold installation method using the same - Google Patents

Mold frame and mold installation method using the same Download PDF

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JP2016501330A
JP2016501330A JP2015542933A JP2015542933A JP2016501330A JP 2016501330 A JP2016501330 A JP 2016501330A JP 2015542933 A JP2015542933 A JP 2015542933A JP 2015542933 A JP2015542933 A JP 2015542933A JP 2016501330 A JP2016501330 A JP 2016501330A
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mold
frame
mold frame
tie
bar
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チャンギュ カン
チャンギュ カン
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イェースフォーム カンパニー リミテッド
イェースフォーム カンパニー リミテッド
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/05—Forming boards or similar elements the form surface being of plastics
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6145—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
    • E04B1/6162—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element the connection made by an additional locking key
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6816—Porous tubular seals for injecting sealing material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8652—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties located in the joints of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/07—Tying means, the tensional elements of which are fastened or tensioned by means of wedge-shaped members
    • E04G17/0707—One-piece elements
    • E04G17/0721—One-piece elements remaining completely or partially embedded in the cast material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/867—Corner details
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8688—Scaffoldings or removable supports therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
    • E04G17/0751—One-piece elements
    • E04G17/0754—One-piece elements remaining completely or partially embedded in the cast material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G2017/0646—Tying means; Spacers ; Devices for extracting or inserting wall ties made of a flat strip, e.g. of metal

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

【課題】【解決手段】 本発明は、鋳型枠及びこれを用いた鋳型設置方法に関し、前記鋳型枠は、長方形の四角板材構造であって、コンクリートの打設後、断熱材として利用可能になるように発泡フォームに形成され、前記鋳型枠の枠部にはフラットタイを貫通・配置させるタイ貫通孔が設けられた構造となっている。したがって、コンクリートの打設後、解体せずに建築用の内部・外部断熱材として使用される断熱性を有する非金属製（例えば、スタイロフォームなどの発泡フォーム材質、プラスチック材質）鋳型枠（せき板）であって、鋳型枠自体が断熱材としての機能を行うようになり、コンクリートの養生後、別途の鋳型解体作業とこれによる断熱材設置作業が必要でなくなるなどの便利さ及び実用性を提供することができる。【選択図】図１The present invention relates to a mold frame and a mold installation method using the same, and the mold frame has a rectangular rectangular plate structure and can be used as a heat insulating material after placing concrete. Thus, it is formed in foamed foam, and has a structure in which a tie through hole for penetrating and arranging a flat tie is provided in the frame portion of the mold frame. Therefore, after placing concrete, it is made of non-metallic material (such as foamed foam materials such as styrofoam and plastic materials) that is used as an internal and external heat insulating material for construction without dismantling. However, the mold frame itself functions as a heat insulating material, and after the curing of the concrete, it provides convenience and practicality such as a separate mold dismantling operation and the heat insulating material installation work by this is not necessary. be able to. [Selection] Figure 1

Description

本発明は、コンクリートの打設後、解体せずに建築用の内部・外部断熱材として使用される断熱性を有する非金属製（例えば、スタイロフォームなどの発泡フォーム材質、プラスチック材質）鋳型枠（せき板）を連結するのに使用する鋳型枠及びこれを用いた鋳型設置方法に関し、より詳細には、コンクリートの打設のために幅方向に一定間隔だけ離隔すると同時に、長さ方向に連続的に直立・配置される直壁用の複数の鋳型枠の両側枠にフラットタイが貫通・配置された状態でＨバーを装着させるタイ貫通孔を有する凹溝部が設けられた鋳型枠及びこれを用いた鋳型設置方法に関する。   The present invention is a non-metallic (for example, foamed foam material such as styrofoam, plastic material) mold frame (cough) that is used as an internal / external heat insulating material for construction without being demolished after placing concrete. The present invention relates to a mold frame used to connect a plate) and a mold installation method using the same, and more particularly, in order to place concrete, it is spaced apart by a certain distance in the width direction and at the same time continuously in the length direction. A mold frame provided with a concave groove portion having a tie through hole for mounting an H bar in a state where a flat tie is penetrated and arranged on both side frames of a plurality of mold frames for upright and arranged straight walls, and the same The present invention relates to a mold setting method.

一般に、建物などの施工時、建物の外形をなす壁体を形成するために壁体の型枠をなす複数の鋳型枠と、これら複数の鋳型枠の間に打設されるコンクリート内に埋め立てられながら心棒としての機能をすると同時に、鋳型枠の外側に突出した端部には、各鋳型枠の間のコンクリート圧力を支えるために楔でフックなどと連結して横支持バー（パイプ）などを設置したり、または、各鋳型枠の間の互いに当接する連結部位を被せて補強できるようにする補強板を設置するためのフラットタイなどの建築資材が使用される。   Generally, when constructing a building or the like, it is buried in a plurality of mold frames forming a wall mold to form a wall that forms the exterior of the building, and concrete cast between these mold frames. While functioning as a mandrel, a lateral support bar (pipe) etc. is installed at the end projecting outside the mold frame and connected to a hook with a wedge to support the concrete pressure between the mold frames. Alternatively, a building material such as a flat tie is used for installing a reinforcing plate that can be reinforced by covering the connecting portions that contact each other between the mold frames.

一例として、従来の建物の壁体を形成するための過程を概略的に説明すると、複数の鋳型枠を幅方向に一定間隔だけ離隔させ、長さ方向に沿って連続的に直立・配列した後、前記各鋳型枠の間の空間にコンクリートを打設した後で養生させることによって、所定の直立壁体を完成できるようになる。   As an example, a process for forming a wall of a conventional building will be schematically described. After a plurality of mold frames are spaced apart from each other by a certain distance in the width direction, and continuously upright and arranged along the length direction, A predetermined upright wall can be completed by curing after placing concrete in the space between the mold frames.

そして、前記直立壁体の上端部に層板（スラブ）を形成する過程は、前記直立壁体の上端部に木材を水平方向に配置し、これら木材上に再び合板を配置して釘で固定させた後、前記合板上に断熱（防振）スタイロフォームを敷き、コンクリートの打設後に木製及び合板を分離・除去する方法を使用する。   In the process of forming a layer board (slab) on the upper end of the upright wall, wood is horizontally arranged on the upper end of the upright wall, and plywood is again placed on the wood and fixed with nails. Then, a heat insulating (vibration-proof) styrofoam is laid on the plywood, and a method of separating and removing wood and plywood after placing concrete is used.

一方、鋳型枠を長さ方向に連続的に配列する場合は、例えば、複数の鋳型枠の側端部をワイヤなどで互いに連結し、長さ方向に壁体の長さを延長させ得るようになる。   On the other hand, when the mold frames are continuously arranged in the length direction, for example, the side ends of a plurality of mold frames can be connected to each other with a wire or the like so that the length of the wall body can be extended in the length direction. Become.

しかし、従来技術の鋳型枠は、コンクリートの養生後、鋳型枠を分離・解体させる方式となっているので、鋳型枠の分離解体作業が煩雑なだけでなく、前記鋳型枠の解体後、新たな断熱材をコンクリート壁体に設置する工程が追加されることによって、全般的に作業効率が低下するなどの問題を有していた。   However, since the mold frame of the prior art is a method of separating and dismantling the mold frame after curing the concrete, not only is the work of separating and disassembling the mold frame complicated, but also a new one after the mold frame is disassembled. Due to the addition of a step of installing the heat insulating material on the concrete wall, there has been a problem that work efficiency generally decreases.

そして、従来技術の鋳型枠上には、別段のフラットタイ貫通配置構造及びＨバー連結構造が設けられておらず、前記フラットタイとＨバーなどの構成要素の連結作業が不便になるなどの問題を有していた。   Further, there is no separate flat tie penetrating structure and H bar connecting structure on the mold frame of the prior art, and there is a problem that the connecting work of the components such as the flat tie and the H bar becomes inconvenient. Had.

本発明は、このような問題を解決するためになされたものであって、コンクリートの打設後、解体せずに建築用の内部・外部断熱材として使用される断熱性を有する非金属製（例えば、スタイロフォームなどの発泡フォーム材質、プラスチック材質）鋳型枠（せき板）であって、鋳型枠自体が断熱材としての機能を行うようになり、コンクリートの養生後、別途の鋳型解体作業とこれによる断熱材設置作業が必要でなくなるなどの便利さ及び実用性を提供できる鋳型枠及びこれを用いた鋳型設置方法を提供することを目的とする。   The present invention has been made to solve such a problem, and is made of a non-metallic material having a heat insulating property that is used as an internal / external heat insulating material for building without being demolished after placing concrete ( For example, foam foam material such as styrofoam, plastic material) mold frame (sheath plate), the mold frame itself will function as a heat insulating material, after concrete curing, separate mold disassembly work and this It is an object of the present invention to provide a mold frame that can provide convenience and practicality such as no need for an insulating material installation work and a mold installation method using the same.

また、コンクリートの打設のために幅方向に一定間隔だけ離隔すると同時に、長さ方向に連続的に直立・配置される直壁用の複数の鋳型枠の両側にフラットタイが貫通・配置された状態でＨバーを装着させるタイ貫通孔を有する凹溝部を設けることによって、基本的に各鋳型枠の間の連結作業が迅速且つ簡便に行われるようにし、作業工数及び作業時間を大幅に短縮させ得るようになり、これによる作業能率の向上を図れる鋳型枠及びこれを用いた鋳型設置方法を提供することを他の目的とする。   In addition, flat ties penetrated and arranged on both sides of a plurality of mold frames for straight walls that are continuously upright and arranged in the length direction while being spaced apart by a certain distance in the width direction for placing concrete. By providing a concave groove with a tie through-hole for mounting the H-bar in a state, basically, the connection work between the mold frames can be performed quickly and easily, and the work man-hours and work time are greatly reduced. It is another object of the present invention to provide a mold frame and a mold setting method using the same, which can be obtained, thereby improving work efficiency.

このような前記目的を達成するための本発明の一実施例に係る鋳型枠は、コンクリートの打設のために幅方向に一定間隔だけ離隔し、その離隔した間隔の間に空間部が形成され、複数個が長さ方向に連続的に直立・配置され、所望の建築用鋳型の形状をなす鋳型枠において、前記鋳型枠は、コンクリートの打設後、断熱材として利用可能になるように発泡フォームに形成され、前記鋳型枠の両側にフラットタイを貫通・配置させるタイ貫通孔が設けられたことを特徴とする。   In order to achieve the above object, the mold frame according to an embodiment of the present invention is spaced apart by a certain distance in the width direction for placing concrete, and a space portion is formed between the spaced distances. In a mold frame in which a plurality are continuously upright and arranged in the length direction to form a desired building mold shape, the mold frame is foamed so that it can be used as a heat insulating material after placing concrete. A tie through hole is formed in the foam, and a flat tie is inserted and disposed on both sides of the mold frame.

本発明の一実施例に係る鋳型枠において、前記フラットタイのタイ本体の一側面から直角方向に直立・突出した複数の間隔維持突起に対して、前記鋳型枠のタイ貫通孔は、前記タイ本体と間隔維持突起が全て貫通され得るように本体貫通部と突起貫通部とが連通して形成された構造となったものであり得る。   In the mold frame according to an embodiment of the present invention, the tie through-hole of the mold frame is connected to the tie body with respect to a plurality of spacing maintaining protrusions that stand upright and project in a direction perpendicular to one side surface of the tie body of the flat tie. Further, the main body penetrating portion and the protrusion penetrating portion may be formed so as to communicate with each other so that all the spacing maintaining protrusions can be penetrated.

そして、本発明の一実施例に係る鋳型枠を用いた鋳型設置方法は、建築用鋳型の設置のために枠部にタイ貫通孔が設けられた鋳型枠を設ける段階；コンクリートの打設のために幅方向に一定間隔だけ離隔し、長さ方向に連続的に複数の前記鋳型枠を直立・配置する段階；前記長さ方向に連続する前記各鋳型枠の互いに対向するそれぞれの枠のタイ貫通孔を介してフラットタイを貫通・配置した後、Ｈバーで前記鋳型枠を連結する段階；前記鋳型枠の外側に突出したフラットタイの楔ホールを介して楔でフックを連結する段階；前記フックに横支持バーを設置する段階；及び前記横支持バーと前記鋳型枠の外側面との間に縦支持バーを配置する段階；を含んで構成される。   The method of installing a mold using a mold frame according to an embodiment of the present invention includes a step of providing a mold frame having a tie through hole in a frame portion for installation of a building mold; for placing concrete A plurality of the mold frames that are spaced apart from each other by a predetermined distance in the width direction and continuously arranged in the length direction; and the tie penetrations of the frames facing each other of the mold frames that are continuous in the length direction; Connecting the mold frame with an H bar after penetrating and arranging the flat tie through the hole; connecting the hook with a wedge through a wedge hole of the flat tie protruding to the outside of the mold frame; And installing a vertical support bar between the horizontal support bar and the outer surface of the mold frame.

以上のように、本発明の鋳型枠及びこれを用いた鋳型設置方法は、コンクリートの打設後、解体せずに建築用の内部・外部断熱材として使用される断熱性を有する非金属製（例えば、スタイロフォームなどの発泡フォーム材質、プラスチック材質）鋳型枠（せき板）であって、鋳型枠自体が断熱材としての機能を行うようになり、コンクリートの養生後、別途の鋳型解体作業とこれによる断熱材設置作業が必要でなくなるなどの便利さ及び実用性を提供できるという効果を得る。   As described above, the mold frame of the present invention and the mold installation method using the same are made of non-metal having heat insulating properties that are used as internal and external heat insulating materials for construction without dismantling after placing concrete ( For example, foam foam material such as styrofoam, plastic material) mold frame (sheath plate), the mold frame itself will function as a heat insulating material, after concrete curing, separate mold disassembly work and this The advantage that it is possible to provide convenience and practicality such as no need for the heat insulating material installation work is obtained.

また、コンクリートの打設のために幅方向に一定間隔だけ離隔すると同時に、長さ方向に連続的に直立・配置される直壁用の複数の鋳型枠の各枠にフラットタイが貫通・配置された状態でＨバーを装着させるタイ貫通孔を有する凹溝部を設けることによって、基本的に各鋳型枠の間の連結作業が迅速且つ簡便に行われるようにし、作業工数及び作業時間を大幅に短縮させ得るようになり、これによる作業能率の向上を図れるという効果を得る。   In addition, a flat tie penetrates and is placed in each frame of multiple mold frames for straight walls that are continuously upright and arranged in the length direction while being spaced apart by a certain distance in the width direction for placing concrete. By providing a recessed groove with a tie through-hole for mounting the H-bar in a closed state, the connection work between the mold frames is basically performed quickly and easily, greatly reducing work man-hours and work time. As a result, the work efficiency can be improved.

本発明の一実施例に係る鋳型枠を示した斜視図である。It is the perspective view which showed the casting_mold | template frame which concerns on one Example of this invention. 本発明の一実施例に係る鋳型枠を示した背面図である。It is the rear view which showed the casting_mold | template frame which concerns on one Example of this invention. 本発明の一実施例に係る鋳型枠を用いて鋳型を設置した状態を示した概略斜視図である。It is the schematic perspective view which showed the state which installed the casting_mold | template using the casting_mold | template frame which concerns on one Example of this invention. 本発明の一実施例に係る鋳型枠を連結するＨバーを示した斜視図である。It is the perspective view which showed H bar which connects the mold frame which concerns on one Example of this invention. 本発明の一実施例に係る鋳型枠を用いて鋳型を設置した状態を示した概略平断面図である。It is the general | schematic plane sectional view which showed the state which installed the casting_mold | template using the casting_mold | template frame which concerns on one Example of this invention.

以下では、添付の図面に基づいて本発明を説明する。   Hereinafter, the present invention will be described with reference to the accompanying drawings.

図１〜図５に示したように、本発明の一実施例に係る鋳型枠１０は、コンクリートの打設のために幅方向に一定間隔だけ離隔し、その離隔した間隔の間に空間部が形成され、複数個が長さ方向に連続的に直立・配置され、所望の建築用鋳型の形状をなす機能を有する。   As shown in FIGS. 1 to 5, the mold frame 10 according to an embodiment of the present invention is spaced apart by a fixed interval in the width direction for placing concrete, and a space portion is provided between the spaced intervals. It is formed, and plural pieces are continuously erected and arranged in the length direction, and have a function of forming a desired building mold shape.

そして、前記鋳型枠１０は、長方形の四角板材構造であって、コンクリートの打設後、断熱材として利用可能になるように発泡フォームに形成され、前記鋳型枠１０の両側枠部にはフラットタイ２０を貫通・配置させるタイ貫通孔１１が設けられた構造となっている。   The mold frame 10 has a rectangular quadrilateral plate structure, and is formed into foamed foam so that it can be used as a heat insulating material after placing concrete. It has a structure in which a tie through hole 11 through which 20 is placed is arranged.

そして、前記フラットタイ２０のタイ本体２１の一側面から直角方向に直立・突出した複数の間隔維持突起２２に対して、前記鋳型枠１０のタイ貫通孔１１は、前記タイ本体２１と間隔維持突起２２が全て貫通し得るように本体貫通部１１ａと突起貫通部１１ｂとが連通し、いわゆる直角軸回転によって横たわったＴ字状をなす構造となっている。   Further, the tie through hole 11 of the mold frame 10 is connected to the tie body 21 and the spacing maintaining protrusions with respect to the plurality of spacing maintaining protrusions 22 standing upright and projecting perpendicularly from one side of the tie body 21 of the flat tie 20 The main body penetrating part 11a and the protrusion penetrating part 11b communicate with each other so that all 22 can penetrate, and has a T-shaped structure that lies by so-called right-angle rotation.

そして、前記鋳型枠１０の両側枠断面からそれに隣接する前・後面に至るまでコ字状に取り囲まれて型合されるＨバー３０の枠連結部３１に対して、前記鋳型枠１０の該当の枠部には、前記枠連結部３１が前記鋳型枠１０の該当の枠断面及び前後面と同一の平面上に置かれるように凹状に窪んだ凹溝部１２が設けられている。   The mold frame 10 has a frame connection portion 31 of the H bar 30 that is surrounded by a U-shape from the cross-sections on both sides of the mold frame 10 to the front and rear surfaces adjacent thereto. The frame portion is provided with a recessed groove portion 12 that is recessed in a concave shape so that the frame connecting portion 31 is placed on the same plane as the corresponding frame cross section and front and rear surfaces of the mold frame 10.

ここで、前記凹溝部１２を通じたフラットタイ２０とＨバー３０との結合構造は、前記タイ貫通孔１１を介して貫通・配置されたフラットタイ２０の間隔維持突起２２が前記凹溝部１２の前後面とそれぞれ一定間隔だけ離隔した状態になり、このとき、前記凹溝部１２に装着される前記Ｈバー３０の枠連結部３１が前記凹溝部１２の表面と前記間隔維持突起２２との間の隙間に挿入され、前記間隔維持突起２２が前記Ｈバー３０の枠連結部３１の外側面にそれぞれ位置した状態で係止されるようにし、前記フラットタイ２０を固定させるようになっている。   Here, the connecting structure of the flat tie 20 and the H bar 30 through the concave groove portion 12 is such that the spacing maintaining protrusions 22 of the flat tie 20 that are penetrated and arranged through the tie through hole 11 are arranged before and after the concave groove portion 12. At this time, the frame connecting portion 31 of the H bar 30 attached to the concave groove portion 12 has a gap between the surface of the concave groove portion 12 and the spacing maintaining protrusion 22. The distance maintaining projection 22 is locked in a state where it is positioned on the outer surface of the frame connecting portion 31 of the H bar 30 to fix the flat tie 20.

また、前記凹溝部１２は、前記鋳型枠１０の枠全体にわたって複数個が設けられ、一例として、両側枠部には、その中央部に集中して等間隔で離隔した３個の凹溝部１２が設けられ、上下端の枠部にはそれぞれ２個の凹溝部１２が設けられている。   In addition, a plurality of the groove portions 12 are provided over the entire frame of the mold frame 10, and as an example, the both side frame portions have three groove portions 12 that are concentrated on the central portion and spaced apart at equal intervals. Two concave grooves 12 are provided in the upper and lower end frame portions.

そして、前記鋳型枠１０の枠部には、長さ方向に連続的に配置される前記各鋳型枠１０の間の枠を連結するためのＨバー３０と前記鋳型枠１０の枠とを互いに連結・固定させるための固定ピン５５が貫通するピン貫通孔１３が形成されている。   The frame portion of the mold frame 10 is connected to the H bar 30 for connecting the frames between the mold frames 10 arranged continuously in the length direction and the frame of the mold frame 10 to each other. A pin through hole 13 through which the fixing pin 55 for fixing is passed is formed.

ここで、前記固定ピン５５は、長い棒状であって、前記ピン貫通孔１３を貫通して固定された状態で相互連結させる機能を有し、前記固定ピン５５にはＰＶＣ材質を適用することができる。   Here, the fixing pin 55 has a long rod shape and has a function of being interconnected in a state of being fixed through the pin through-hole 13, and a PVC material may be applied to the fixing pin 55. it can.

そして、前記鋳型枠１０のコンクリートに向かう一側面（背面）の中央部には、凹状に窪んで打設されるコンクリートとの接着力を向上させ得るようにする接着凹部１４が設けられている。   An adhesive recess 14 is provided at the center of one side surface (rear surface) facing the concrete of the mold frame 10 so as to improve the adhesive force with the concrete that is recessed in a concave shape.

そして、前記鋳型枠１０の中央部には、フラットタイ２５を貫通させる複数の中央貫通孔１５が設けられている。   A plurality of central through holes 15 through which the flat tie 25 penetrates are provided in the central portion of the mold frame 10.

ここで、前記中央貫通孔１５に貫通・配置されるフラットタイ２５は、その間隔維持突起２６が前記互いに対向する一対の鋳型枠１０の各中央貫通孔１５の内側面に係止されて固定されるようにすることができる。   Here, the flat tie 25 penetrating / arranging in the central through hole 15 is fixed by the interval maintaining projections 26 being locked to the inner side surfaces of the central through holes 15 of the pair of mold frames 10 facing each other. You can make it.

一方、図３及び図５に示したように、前記鋳型枠１０の外側に露出した前記フラットタイ２０、２５の両端の楔ホール２１ａ、２５ａを介しては、別途のフック５０を楔５１で連結し、前記フック５０に横支持バー５２を設置できるようになっている。   On the other hand, as shown in FIGS. 3 and 5, a separate hook 50 is connected by a wedge 51 through wedge holes 21 a and 25 a at both ends of the flat ties 20 and 25 exposed to the outside of the mold frame 10. The horizontal support bar 52 can be installed on the hook 50.

ここで、前記横支持バー５２と鋳型１０との間の空間には、前記横支持バー５２を補強するための別途の縦支持バー５３を配置することができる。   Here, a separate vertical support bar 53 for reinforcing the horizontal support bar 52 may be disposed in the space between the horizontal support bar 52 and the mold 10.

未説明符号４０は、各鋳型枠１０の間のコーナー部を連結するためのコーナーバーを示したものである。   An unexplained symbol 40 indicates a corner bar for connecting corner portions between the mold frames 10.

このような構成を通じた本発明の一実施例に係る鋳型枠を用いた鋳型の設置過程を見ると、まず、建築用鋳型の設置のために枠部にタイ貫通孔１１が設けられた複数の鋳型枠１０を設ける。   Looking at the installation process of the mold using the mold frame according to one embodiment of the present invention through such a configuration, first, a plurality of tie through-holes 11 provided in the frame part for installation of the architectural mold are shown. A mold frame 10 is provided.

その後、コンクリートの打設のために幅方向に一定間隔だけ離隔し、長さ方向に連続的に複数の前記鋳型枠１０を直立・配置する。   Thereafter, a plurality of mold frames 10 are arranged upright and arranged continuously in the length direction while being spaced apart by a predetermined interval in the width direction for placing concrete.

その後、前記長さ方向に連続する前記各鋳型枠１０の互いに対向するそれぞれの枠のタイ貫通孔１１を介してフラットタイ２０を貫通・配置した後、Ｈバー３０で前記鋳型枠１０を連結する。   Then, after the flat tie 20 is penetrated and arranged through the tie through-holes 11 of the opposing frames of the mold frames 10 that are continuous in the length direction, the mold frame 10 is connected by the H bar 30. .

その後、前記鋳型枠１０の外側に突出したフラットタイ２０の楔ホール２１ａを介して楔５１でフック５０を連結し、前記フック５０に横支持バー５２を設置し、前記横支持バー５２と前記鋳型枠１０の外側面との間に縦支持バー５３を配置する段階を通じて本発明の鋳型枠を用いた鋳型の設置が完成する。   Thereafter, a hook 50 is connected by a wedge 51 via a wedge hole 21a of a flat tie 20 protruding to the outside of the mold frame 10, and a horizontal support bar 52 is installed on the hook 50. The horizontal support bar 52 and the mold Through the step of arranging the vertical support bar 53 between the outer surface of the frame 10, the installation of the mold using the mold frame of the present invention is completed.

そして、前記鋳型枠１０の中央貫通孔１５を介しては、追加的なフラットタイ２５を装着することができる。   An additional flat tie 25 can be mounted through the central through hole 15 of the mold frame 10.

ここで、前記凹溝部１２を通じたフラットタイ２０とＨバー３０との結合関係は、前記フラットタイ２０を前記タイ貫通孔１１を介して貫通・配置させ、前記フラットタイ２０の間隔維持突起２２が前記凹溝部１２の前後面とそれぞれ一定間隔だけ離隔した状態になるようにした後、前記Ｈバー３０の枠連結部３１を前記凹溝部１２の表面と前記間隔維持突起２２との間の隙間に挿入させ、前記間隔維持突起２２が前記Ｈバー３０の枠連結部３１の外側面に位置した状態で係止されるようにし、前記フラットタイ２０を固定させるようになる。   Here, the connection relationship between the flat tie 20 and the H bar 30 through the concave groove portion 12 is that the flat tie 20 is penetrated and arranged through the tie through-hole 11, and the interval maintaining projection 22 of the flat tie 20 is provided. After the front and rear surfaces of the recessed groove portion 12 are separated from each other by a predetermined distance, the frame connecting portion 31 of the H bar 30 is placed in the gap between the surface of the recessed groove portion 12 and the distance maintaining protrusion 22. The flat tie 20 is fixed by inserting it so that the distance maintaining protrusion 22 is locked in a state where it is positioned on the outer surface of the frame connecting portion 31 of the H bar 30.

そして、前記中央貫通孔１５を有する鋳型枠１０の場合、フラットタイ２５は、内側面係止構造の間隔維持突起２６を有するフラットタイ２５を設け、前記フラットタイ２５を前記の離隔した一対の鋳型枠１０の間の空間に配置し、前記の対向するそれぞれの鋳型枠１０の中央貫通孔１５の内側枠部に前記内側面係止構造の間隔維持突起２６が係止されるようにし、前記鋳型枠１０の中央部に対してもその幅方向に対する設定間隔を維持させる。   In the case of the mold frame 10 having the central through-hole 15, the flat tie 25 is provided with a flat tie 25 having a spacing maintaining projection 26 having an inner surface locking structure, and the flat tie 25 is separated from the pair of molds separated from each other. The space maintaining projections 26 of the inner surface locking structure are locked to the inner frame portion of the central through hole 15 of each of the opposed mold frames 10 arranged in the space between the frames 10, and the mold The set interval with respect to the width direction is also maintained for the central portion of the frame 10.

そして、コーナーバー４０を用いては直立壁体用鋳型枠１０のコーナー部を連結し、鋳型を直角に延長させる一方、スラブを製作する場合は、前記コンクリートの打設のための直立壁体用鋳型枠１０の上端部に水平状態で配置されるスラブ用鋳型枠（図示せず）と互いに対向する枠部とを前記コーナーバー４０で連結し、前記スラブ用鋳型枠を直角に延長させることができる。   And when the corner bar 40 is used to connect the corners of the upright wall mold frame 10 and the mold is extended at a right angle, on the other hand, when producing a slab, the upright wall for placing the concrete is used. A slab mold frame (not shown) arranged in a horizontal state at the upper end of the mold frame 10 and a frame portion facing each other are connected by the corner bar 40, and the slab mold frame is extended at a right angle. it can.

このような状態で前記各鋳型枠１０の間の空間にコンクリートを打設して養生させ、所定の建物用直立壁体を完成できるようになる。   In this state, concrete can be placed and cured in the space between the mold frames 10 to complete a predetermined building upright wall.

前記のように、本発明の一実施例に係る鋳型枠及びこれを用いた鋳型設置方法は、コンクリートの打設後、解体せずに建築用の内部・外部断熱材として使用される断熱性を有する非金属製（例えば、スタイロフォームなどの発泡フォーム材質、プラスチック材質）鋳型枠（せき板）であって、鋳型枠自体が断熱材としての機能を行うようになり、コンクリートの養生後、別途の鋳型解体作業とこれによる断熱材設置作業が必要でなくなるなどの便利さ及び実用性を提供することができる。また、コンクリートの打設のために幅方向に一定間隔だけ離隔すると同時に、長さ方向に連続的に直立・配置される直壁用の複数の鋳型枠の各枠にフラットタイが貫通・配置された状態でＨバーを装着させるタイ貫通孔を有する凹溝部を設けることによって、基本的に各鋳型枠の間の連結作業が迅速且つ簡便に行われるようにし、作業工数及び作業時間を大幅に短縮させ得るようになり、これによる作業能率の向上を図ることができる。   As described above, the mold frame and the mold installation method using the mold frame according to one embodiment of the present invention have a heat insulating property that is used as an internal / external heat insulating material for building without being demolished after placing concrete. A non-metallic (for example, foamed foam material such as styrofoam, plastic material) mold frame (sheath plate), and the mold frame itself can function as a heat insulating material. Convenience and practicality can be provided, such as the dismantling work and the heat insulating material installation work being eliminated. In addition, a flat tie penetrates and is placed in each frame of multiple mold frames for straight walls that are continuously upright and arranged in the length direction while being spaced apart by a certain distance in the width direction for placing concrete. By providing a recessed groove with a tie through-hole for mounting the H-bar in a closed state, the connection work between the mold frames is basically performed quickly and easily, greatly reducing work man-hours and work time. As a result, the work efficiency can be improved.

以上のように、本発明は、前記の好ましい実施例を挙げて説明したが、このような実施例を従来の公知技術と単純に組み合わせて適用した変形例はもちろん、本発明の特許請求の範囲と詳細な説明で本発明の属する技術分野の当業者が容易に変更して利用可能な全ての技術は、本発明の技術範囲に当然に含まれるものと見なすべきであろう。   As described above, the present invention has been described with reference to the above-described preferred embodiments. However, the present invention is not limited to modifications in which such embodiments are simply combined with conventional known techniques, and the scope of claims of the present invention. It should be understood that all the techniques that can be easily modified and used by those skilled in the art to which the present invention pertains are included in the technical scope of the present invention.

Claims (8)

コンクリートの打設のために幅方向に一定間隔だけ離隔し、その離隔した間隔の間に空間部が形成され、複数個が長さ方向に連続的に直立・配置され、所望の建築用鋳型の形状をなす鋳型枠において、
前記鋳型枠は、コンクリートの打設後、断熱材として利用可能になるように発泡フォームに形成され、
前記鋳型枠の両側枠部にフラットタイを貫通・配置させるタイ貫通孔が設けられ、
前記フラットタイのタイ本体の一側面から直角方向に直立・突出した複数の間隔維持突起に対して、
前記鋳型枠のタイ貫通孔は、前記タイ本体と間隔維持突起が全て貫通し得るように本体貫通部と突起貫通部とが連通して形成された構造となったことを特徴とする鋳型枠。 Separated by a certain interval in the width direction for placing concrete, a space is formed between the spaced intervals, and a plurality of them are continuously upright and arranged in the length direction, and the desired building mold In the mold frame that forms the shape,
The mold frame is formed into foamed foam so that it can be used as a heat insulating material after placing concrete,
A tie through hole for penetrating and arranging a flat tie is provided on both side frame portions of the mold frame,
With respect to a plurality of spacing maintaining protrusions that stand upright and protrude in a direction perpendicular to one side surface of the tie body of the flat tie,
The mold frame according to claim 1, wherein the tie through hole of the mold frame has a structure in which a main body penetrating portion and a projection penetrating portion are formed to communicate with each other so that the tie main body and the gap maintaining projection can all penetrate. 前記鋳型枠の両側枠断面からその隣接する前・後面に至るまでコ字状に取り囲まれて型合されるＨバーの枠連結部に対して、
前記鋳型枠の該当の枠部には、前記枠連結部が前記鋳型枠の該当の枠断面及び前後面と同一の平面上に置かれるようにする凹溝部がさらに備えられたことを特徴とする、請求項１に記載の鋳型枠。 With respect to the frame connecting portion of the H bar that is surrounded and shaped in a U shape from the cross section of both sides of the mold frame to the adjacent front and rear surfaces,
The corresponding frame portion of the mold frame is further provided with a concave groove portion that allows the frame coupling portion to be placed on the same plane as the corresponding frame cross section and the front and rear surfaces of the mold frame. The mold frame according to claim 1. 前記凹溝部を通じたフラットタイとＨバーとの結合構造は、
前記タイ貫通孔を介して貫通・配置されたフラットタイの間隔維持突起が前記凹溝部の前後面とそれぞれ一定間隔だけ離隔した状態になり、
前記凹溝部に装着される前記Ｈバーの枠連結部が前記凹溝部の表面と前記間隔維持突起との間の隙間に挿入され、前記間隔維持突起が前記Ｈバーの枠連結部の外側面に位置した状態で係止されるようにし、前記フラットタイを固定させるようになったことを特徴とする、請求項２に記載の鋳型枠。 The connecting structure of the flat tie and the H bar through the concave groove is as follows:
The flat tie interval maintaining projections that are penetrated and arranged through the tie through holes are in a state of being separated from the front and rear surfaces of the concave groove portions by a predetermined interval,
The frame connecting portion of the H bar mounted in the recessed groove portion is inserted into a gap between the surface of the recessed groove portion and the spacing maintaining projection, and the spacing maintaining projection is formed on the outer surface of the frame connecting portion of the H bar. The mold frame according to claim 2, wherein the mold tie is fixed in a positioned state to fix the flat tie. 前記鋳型枠の両側枠部に長さ方向に連続的に配置される前記各鋳型枠の間の枠を連結するためのＨバーと前記鋳型枠の枠とを互いに連結・固定させるための固定ピンが貫通する貫通孔がさらに備えられたことを特徴とする、請求項１に記載の鋳型枠。   Fixing pins for connecting and fixing the H bars for connecting the frames between the mold frames continuously arranged in the length direction on both side frame portions of the mold frame and the frames of the mold frame. The mold frame according to claim 1, further comprising a through-hole through which the through-hole penetrates. 前記鋳型枠のコンクリートに向かう一側面中央部が凹状に窪み、打設されるコンクリートとの接着力を向上させ得るようにする接着凹部がさらに備えられたことを特徴とする、請求項１に記載の鋳型枠。   The center of the one side facing the concrete of the mold frame is recessed in a concave shape, and further provided with an adhesive recess for improving the adhesive force with the concrete to be placed. Mold frame. 前記鋳型枠の中央部にフラットタイを貫通させる中央貫通孔がさらに備えられたことを特徴とする、請求項１に記載の鋳型枠。   The mold frame according to claim 1, further comprising a central through hole that allows a flat tie to pass through a central portion of the mold frame. 建築用鋳型の設置のために枠部にタイ貫通孔が設けられた鋳型枠を設ける段階；
コンクリートの打設のために幅方向に一定間隔だけ離隔し、長さ方向に連続的に複数の前記鋳型枠を直立・配置する段階；
前記長さ方向に連続する前記各鋳型枠の互いに対向するそれぞれの両側枠のタイ貫通孔を介してフラットタイを貫通・配置した後、Ｈバーで前記鋳型枠を連結する段階；及び
前記鋳型枠の外側に突出したフラットタイの楔ホールを介して楔でフックを連結する段階；
前記フックに横支持バーを設置する段階；及び
前記横支持バーと前記鋳型枠の外側面との間に縦支持バーを配置する段階；
を含んで構成される鋳型枠を用いた鋳型設置方法。 Providing a mold frame with tie-through holes in the frame for the installation of a building mold;
A step of placing a plurality of the mold frames upright and arranged continuously in the length direction, spaced apart by a certain distance in the width direction for placing concrete;
Connecting the mold frame with an H-bar after penetrating and arranging the flat tie through the tie through holes of the opposite side frames of the mold frames that are continuous in the length direction; and the mold frame; Connecting a hook with a wedge through a flat tie wedge hole protruding outside the tie;
Installing a lateral support bar on the hook; and disposing a longitudinal support bar between the lateral support bar and an outer surface of the mold frame;
A mold setting method using a mold frame configured to include 前記凹溝部を通じたフラットタイとＨバーとの結合関係は、
前記フラットタイを前記タイ貫通孔を介して貫通・配置させ、前記フラットタイの間隔維持突起が前記凹溝部の前後面とそれぞれ一定間隔だけ離隔した状態になるようにした後、
前記Ｈバーの枠連結部を前記凹溝部の表面と前記間隔維持突起との間の隙間に挿入させ、前記間隔維持突起が前記Ｈバーの枠連結部の外側面に位置した状態で係止されるようにし、前記フラットタイを固定させるようにすることを特徴とする、請求項７に記載の鋳型枠を用いた鋳型設置方法。 The connecting relationship between the flat tie and the H bar through the concave groove is as follows:
The flat tie is penetrated and arranged through the tie through hole, and the flat tie spacing maintaining projections are separated from the front and rear surfaces of the concave groove by a predetermined distance, respectively.
The frame connecting portion of the H bar is inserted into a gap between the surface of the concave groove portion and the spacing maintaining projection, and the spacing maintaining projection is locked in a state of being positioned on the outer surface of the frame connecting portion of the H bar. The mold setting method using a mold frame according to claim 7, wherein the flat tie is fixed.
JP2015542933A 2013-02-05 2013-08-12 Mold frame and mold installation method using the same Ceased JP2016501330A (en)

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