JP2008138437A - Building form construction method, heat insulation form, and assembly tie - Google Patents

Building form construction method, heat insulation form, and assembly tie Download PDF

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JP2008138437A
JP2008138437A JP2006325292A JP2006325292A JP2008138437A JP 2008138437 A JP2008138437 A JP 2008138437A JP 2006325292 A JP2006325292 A JP 2006325292A JP 2006325292 A JP2006325292 A JP 2006325292A JP 2008138437 A JP2008138437 A JP 2008138437A
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heat insulation
formwork
stage
panels
heat
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JP4287463B2 (en
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Shuichi Hizaki
秀一 日崎
Yukihiro Hamaki
幸浩 濱木
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HISAKI KENSETSU KK
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HISAKI KENSETSU KK
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/075Tying means, the tensional elements of which are fastened or tensioned by other means
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf

Abstract

<P>PROBLEM TO BE SOLVED: To provide a building form construction method for constructing a heat insulation form simply, easily, and at a low cost, by using a plurality of form-cum-heat insulation panels P and connection bars J having a length longer than a transverse width of the form-cum-heat insulation panel P. <P>SOLUTION: According to the building form construction method, the plurality of form-cum-heat insulation panels P are successively transversely built in the horizontal direction on an installation surface to erect a first-stage form-cum-heat insulation panel group P(1), and the connection bar J is inserted into upper surfaces of the form-cum-heat insulation panels P so as to be astride a joint 10 between the same, followed by erecting a second-stage form-cum-heat insulation panel group P(2) on the connection bar J. In this manner by repeatedly carrying out the above procedures, internal and external heat insulation forms Mi, Mo are constructed, and the mutually corresponding connection bars J of the internal and external heat insulation forms Mi, Mo are coupled together by a plurality of assembly ties A. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、建物のコンクリート躯体を構築するための、建築用型枠の施工方法およびその施工方法に使用される断熱型枠およびアッセンブリタイに関する。   The present invention relates to a method for constructing a formwork for building and a heat insulation formwork and an assembly tie used in the method for constructing a concrete frame of a building.

従来、コンクリート躯体を構築するための建築用型枠において、型枠パネルとして、在来の合板製のコンクリートパネルに代えて、合成樹脂製の型枠兼用断熱パネルを用い、コンクリート躯体の構築後に、型枠兼用断熱パネルをそのコンクリート躯体から取り外さずに、そのまま建物の断熱壁として使用するようにしたものは、既に公知(特許文献1参照)である。
特開2006−169922号公報
Conventionally, in a building formwork for constructing a concrete frame, instead of a conventional plywood concrete panel as a formwork panel, using a synthetic resin formwork combined heat insulation panel, after the construction of the concrete frame, It is already known (see Patent Document 1) that the heat insulating panel for both the formwork and the heat insulating panel is used as it is without removing it from the concrete frame.
JP 2006-169922 A

ところで、前記従来の型枠兼用断熱パネルを使用した建築用型枠の施工方法では、断熱パネルの一面に、これと略同じ横幅寸法の連結バー(Tバー)を予め差込み連結しておき、これを施工現場に輸送し、その施工現場で断熱パネルを連結バーと共に所定寸法に切断し、さらに、断熱パネル同士を接続するときは、他の連結金物を必要としていた。   By the way, in the construction method of the building formwork using the conventional combined formwork heat insulating panel, a connection bar (T bar) having the same width as this is inserted and connected in advance to one surface of the heat insulating panel. When the heat insulation panel is cut into a predetermined dimension together with the connecting bar at the construction site, and when the heat insulation panels are connected to each other, other connection hardware is required.

そのため、断熱パネルは、工場などで連結バーを差込み結合してから梱包し、輸送することになり、梱包容積が大きくなってその輸送コストが嵩み、また、現場にて、断熱パネルを硬質な連結バーと共に切断する作業が面倒である上に、断熱パネル同士を接続するのに他の連結金物を必要するため、全体として大幅なコスト増を招くという問題がある。   For this reason, the insulation panel is to be packed and transported after inserting and joining the connecting bars at a factory, etc., and the packaging volume is increased and the transportation cost is increased. The operation of cutting together with the connecting bar is troublesome, and other connecting hardware is required to connect the heat insulating panels, so that there is a problem that the cost increases as a whole.

本発明は、かかる実情に鑑みてなされたものであり、前記問題を解決した新規な建築用型枠の施工方法およびこの方法に使用される断熱型枠およびアッセンブリタイを提供することを目的とする。   This invention is made | formed in view of this situation, and it aims at providing the construction method of the novel construction formwork which solved the said problem, and the heat insulation formwork and assembly tie which are used for this method .

上記目的を達成するために、請求項1記載の発明は、型枠兼用断熱パネルを用いた建築用型枠の施工方法であって、
複数の型枠兼用断熱パネルと、それらの型枠兼用断熱パネルの横幅よりも長い複数の連結バーとを分離して施工現場に輸送し、
設置面上に複数の型枠兼用断熱パネルを横方向に継いで一列に順次に横積みして1段目の型枠兼用断熱パネル群を建て込み、その1段目の型枠兼用断熱パネル群上面に、複数の型枠兼用断熱パネルの継ぎ目を跨いで連結バーを差し込み、
つぎに、連結バー上に、2段目の複数の型枠兼用断熱パネルの下面を、それらのパネルの継ぎ目を跨いで順次に差し込んで、1段目の型枠兼用断熱パネル群上に連結バーを介して2段目の型枠兼用断熱パネルを横方向に継いで一列に順次に横積みして、2段目の型枠兼用断熱パネル群を建て込み、2段目の型枠兼用断熱パネル群の上面に、他の連結バーを、それらの型枠兼用断熱パネルの継ぎ目を跨いで差し込み、
つぎに、3段目の複数の型枠兼用断熱パネルの下面を、それらのパネルの継ぎ目を跨いで他の連結バーに差し込んで、2段目の複数の型枠兼用断熱パネル群上に他の連結バーを介して3段目の型枠兼用断熱パネルを横方向に継いで一列に順次に横積みして、3段目の型枠兼用断熱パネル群を建て込み、
以上の作業の繰り返しにより内、外側の断熱型枠を断熱型枠をコンクリート打設空間をあけて構築し、それら内、外側の断熱型枠の相対応する連結バー同士を複数のアッセンブリタイにより一体に結合することを特徴とする、建築用型枠の施工方法。
In order to achieve the above-mentioned object, the invention according to claim 1 is a construction method of a building form using a heat insulating panel for formwork,
Separate multiple formwork combined heat insulation panels and multiple connection bars longer than the width of those formwork combined heat insulation panels and transport them to the construction site.
A plurality of formwork / heat insulation panels are installed on the installation surface in the horizontal direction, and then stacked in sequence in a row to build a first-stage formwork / heat-insulation panel group. The first-stage formwork / heat insulation panel group Insert the connecting bar across the joints of the multiple formwork combined heat insulation panels on the upper surface,
Next, the lower surfaces of the second-stage plural formwork / heat insulation panels are sequentially inserted on the connection bar across the joints of the panels, and the connection bar is placed on the first-stage formwork / heat insulation panel group. The second-stage formwork combined heat insulation panel is connected to the horizontal direction in the horizontal direction, and the second-stage formwork combined heat insulation panel group is built by sequentially stacking in a row. On the upper surface of the group, insert another connecting bar across the joints of those mold and heat insulation panels,
Next, the lower surface of the plurality of formwork / heat insulation panels in the third stage is inserted into another connecting bar across the joints of the panels, and the other part on the plurality of formwork / heat insulation panels in the second stage The third-stage heat-insulating panel combined with the third stage is connected horizontally through the connecting bar, and the third-stage heat-insulating panel group combined with the third-stage is built by sequentially stacking in a row.
By repeating the above operations, the inner and outer heat insulation molds are constructed by opening the concrete placement space of the heat insulation molds, and the corresponding connecting bars of the inner and outer heat insulation molds are integrated by a plurality of assembly ties. The construction method of the formwork for construction characterized by combining with.

また、上記目的を達成するために、請求項2記載の発明は、請求項1記載の建築用型枠の施工方法に使用される断熱型枠であって、複数の型枠兼用断熱パネルと、それらの型枠兼用断熱パネルの横幅よりも長い複数の連結バーとよりなり、
複数の型枠兼用断熱パネルを横方向に順次に継いで横積みしてなる型枠兼用断熱パネル群前記連結バーを挟んで上下方向に複数段に積込み、前記連結バーは、上下段に横積の横型枠兼用断熱パネル群の各型枠兼用断熱パネルの継ぎ目を跨いで上下段の型枠兼用断熱パネルのスリットに差込み結合されて、上下段に横積の横型枠兼用断熱パネル群を一体の結合してなることを特徴としている。
Moreover, in order to achieve the said objective, invention of Claim 2 is a heat insulation formwork used for the construction method of the construction formwork of Claim 1, Comprising: A some heat-insulation panel combined with a formwork, It consists of a plurality of connecting bars that are longer than the width of those formwork combined heat insulation panels,
A group of heat-insulating panels for formwork combined with a plurality of heat-insulating panels combined with formwork in the horizontal direction, and stacked in multiple stages in the vertical direction across the connecting bar. The horizontal formwork and thermal insulation panel group of the horizontal formwork and thermal insulation panel group is inserted into the slit of the upper and lower formwork and thermal insulation panel across the joints of the thermal insulation panel and the horizontal formwork and thermal insulation panel group. It is characterized by being combined.

さらに、上記目的を達成するために、請求項3記載の発明は、請求項1記載の建築用型枠の施工方法に使用されるアッセンブリタイであって、
直状部分と、その直状部分の両端に、その直状部分に対して鋭角に折り曲げられる係止部分よりなることを特徴としている。
Furthermore, in order to achieve the above-mentioned object, the invention according to claim 3 is an assembly tie used in the construction method for building form according to claim 1,
A straight part and both ends of the straight part are characterized by a locking part that is bent at an acute angle with respect to the straight part.

本請求項1記載の発明によれば、複数の断熱パネルおよびその断熱パネルの横幅よりも長い複数の連結バーを用いて断熱型枠を建て込むことができるので、その断熱型枠の施工コストを大幅に低減することができる。   According to the first aspect of the present invention, since the heat insulation form can be built using a plurality of heat insulation panels and a plurality of connecting bars longer than the width of the heat insulation panel, the construction cost of the heat insulation form is reduced. It can be greatly reduced.

また、断熱パネルと連結バーは、それらを分離して梱包、輸送でき、現場にて断熱パネルと連結バーとを一体にしたものの切断作業が不要になるので、輸送コストを低減でき、断熱型枠の生産性を向上させることができる。   Also, the heat insulation panel and the connecting bar can be separated and packed and transported, and the heat insulation panel and the connecting bar are integrated on the site, so that the cutting work is not required, so the transportation cost can be reduced, and the heat insulating formwork Productivity can be improved.

本請求項2記載の発明によれば、断熱型枠は、複数の断熱パネルと、その断熱パネルの横幅よりも長い連結バーにより建て込むことができるので、断熱型枠の構成が簡素化されて廉価に提供することができ、特に連結バーは、隣接する型枠兼用断熱パネルの継ぎ目を跨いでそれらの型枠兼用断熱パネルを結合でき、他の結合手段を用いることなく、その結合強度が高められる。   According to the second aspect of the present invention, since the heat insulation mold can be built with a plurality of heat insulation panels and a connecting bar longer than the horizontal width of the heat insulation panel, the structure of the heat insulation mold is simplified. In particular, the connecting bar can be used to connect the heat insulating panels of the formwork combined with each other across the joints of the adjacent heat insulating panels of the formwork combined with each other. It is done.

さらに、本請求項3記載の発明によれば、内、外側の断熱型枠を連結するアッセンブリタイは、アッセンブリタイの直状部分から鋭角に折り曲げられる係止部分を有しているので、アッセンブリタイによる断熱型枠の結合強度を高めることができる。   Further, according to the third aspect of the present invention, the assembly tie for connecting the inner and outer heat insulation molds has the engaging portion that is bent at an acute angle from the straight portion of the assembly tie. It is possible to increase the bonding strength of the heat insulating formwork.

以下、本発明の実施の形態を、添付図面に例示した本発明の実施例に基づいて以下に具体的に説明する。   DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be specifically described below based on examples of the present invention illustrated in the accompanying drawings.

図1は、断熱型枠の建て込み途中の状態を示す斜視図、図2は、型枠兼用断熱パネル、Tバーおよびアッセンブリタイの分解斜視図、図3は、図1の3矢視図、図4は、図3の4−4線に沿う拡大断面図、図5は、図4の5矢視仮想円囲い部分の拡大図、図6は、図5の6−6線に沿う断面図、図7は、図4の7矢視仮想円囲い部分の拡大図、図8は、断熱型枠の建て込み手順を示す図である。   FIG. 1 is a perspective view showing a state in the middle of installation of a heat-insulating formwork, FIG. 2 is an exploded perspective view of a heat-insulating panel for a formwork, a T-bar and an assembly tie, and FIG. 4 is an enlarged cross-sectional view taken along line 4-4 in FIG. 3, FIG. 5 is an enlarged view of a virtual circle encircled portion shown in FIG. 4, and FIG. 6 is a cross-sectional view taken along line 6-6 in FIG. 7 is an enlarged view of a virtual circle encircled portion as viewed in the direction of arrow 7 in FIG. 4, and FIG.

コンクリート躯体壁を構築するための断熱型枠Mは、コンクリートの打設空間Sをあけて対設される、外側の断熱型枠Moおよび内側の断熱型枠Miとより構成される。   The heat insulating form M for constructing the concrete frame wall is composed of an outer heat insulating form Mo and an inner heat insulating form Mi, which are provided facing the concrete placement space S.

各断熱型枠Mo、Miはいずれも、複数の型枠兼用断熱パネルPと、複数の連結バー(Tバー)Jとよりなり、それらは複数のアッセンブリタイAにより結合される。   Each of the heat insulation molds Mo and Mi is composed of a plurality of mold-frame heat insulation panels P and a plurality of connecting bars (T bars) J, which are joined by a plurality of assembly ties A.

まず、断熱型枠Mの主体部分を構成する型枠兼用断熱パネルP(以下、断熱パネルとう)の構造について説明する。   First, the structure of the heat-insulating panel P (hereinafter referred to as a heat-insulating panel) that forms the main part of the heat-insulating form M will be described.

断熱パネルPは、横長の長方形の板状に形成され、高断熱性があり、しかも軽量であるポリスチレン、ポリウレタンなどの硬質の発泡合成樹脂材により作られ、適宜の寸法(この実施例では横幅120cm)に採寸、加工され、その外面1および内面2は、いずれも平坦面に形成される。また、それら内面1および外面2には、多数の縦方向の細溝3が形成されており、これらの細溝3は、断熱型枠Mを建て込む際の寸法合わせ等に利用される。 図4〜6に示すように、断熱パネルPの上面および下面には、上下方向に一致させて、それらの全長にわたり、後述する連結バー(Tバー)Jを差し込むための上部スリット4および下部スリット5がそれぞれ上下方向に切り込まれており、それらのスリット4,5の内面一側には、断面弧状の複数の縦突条6が横方向に間隔をあけて平行に突設されている。また、断熱パネルPの上面の内面側(コンクリート打設空間に対面する側)には、後述するTバーの位置を決めるための段差凸部7がその全長にわたって一体に突設されている。また断熱パネルPの下面には、その全長にわたり、その内面側(コンクリートの接触する側)から厚さ方向の途中まで、段差凹部8が形成されており、この段差凹部8は、後に述べるように、断熱型枠Mを立て込む際に、アッセンブリタイAを受け入れるためのものである。   The heat insulation panel P is formed in a horizontally-long rectangular plate shape, is made of a hard foamed synthetic resin material such as polystyrene and polyurethane, which is highly heat-insulating and lightweight, and has an appropriate size (in this embodiment, a width of 120 cm). The outer surface 1 and the inner surface 2 are both flat surfaces. A large number of fine grooves 3 in the vertical direction are formed on the inner surface 1 and the outer surface 2, and these fine grooves 3 are used for dimension adjustment when the heat insulation formwork M is built. As shown in FIGS. 4 to 6, an upper slit 4 and a lower slit for inserting a connecting bar (T bar) J, which will be described later, over the entire length of the upper and lower surfaces of the heat insulating panel P so as to coincide with each other in the vertical direction. 5 are respectively cut in the vertical direction, and a plurality of vertical ridges 6 having an arcuate section are provided in parallel on the inner surface of the slits 4 and 5 at intervals in the horizontal direction. Further, on the inner surface side (the side facing the concrete placement space) of the upper surface of the heat insulation panel P, a step protrusion 7 for determining the position of the T bar described later is integrally projected over the entire length. Further, a stepped recess 8 is formed on the lower surface of the heat insulating panel P from its inner surface side (side on which concrete contacts) to the middle of the thickness direction over the entire length thereof. When the heat insulation mold M is stood up, the assembly tie A is received.

なお、最下段の断熱パネルPの下部スリット5には、後述するスターティングベースBの差込部分が抜差可能に差し込まれる。   In addition, the insertion part of the starting base B mentioned later is inserted in the lower slit 5 of the heat insulation panel P of the lowest step so that insertion / extraction is possible.

図1,2に示すように、連結バーJ(以下Tバーという)は、硬質の合成樹脂材により、横方向に長い帯状に形成され、その長さは、断熱パネルPの横幅の複数倍の長さ(この実施例では360cm)を有し、後に述べるように、横積みされる複数の断熱パネルPを、それらの継ぎ目10を跨いで一体に接続することができる。図5に示すように、TバーJは、垂直部分11と、その垂直部分11の中間より直角に張り出す水平部分12とより断面T字状に形成されており、その水平部分12には、後述するアッセンブリタイAが差し込まれる複数の差込孔13が穿設されている。TバーJは、断熱パネルP内に埋入固定される。また、TバーJの垂直部分11の内面には、その長手方向に沿って延びる相互に平行な複数の断面三角状の係止爪14が突設されている。   As shown in FIGS. 1 and 2, the connecting bar J (hereinafter referred to as “T bar”) is formed of a hard synthetic resin material in a strip shape that is long in the lateral direction, and its length is a multiple of the lateral width of the heat insulating panel P. As will be described later, a plurality of heat-insulating panels P that are horizontally stacked can be integrally connected across the seam 10 as described later. As shown in FIG. 5, the T bar J is formed in a T-shaped section from a vertical portion 11 and a horizontal portion 12 projecting at a right angle from the middle of the vertical portion 11. A plurality of insertion holes 13 into which an assembly tie A described later is inserted are formed. The T bar J is embedded and fixed in the heat insulating panel P. Further, a plurality of locking claws 14 having a triangular cross section extending in the longitudinal direction are provided on the inner surface of the vertical portion 11 of the T bar J so as to project.

外側の断熱型枠Moと、内側の断熱型枠Miとを連結するアッセンブリタイAは、鉄材などの金属材料によりかすがい状に形成されており、直状部分20と、その直状部分20の両端から鋭角に折り曲げられる左右係止部分21,21とよりなり、これらの係止部分21,21は、図5に示すように、直状部分20に対して直角よりも若干内向きに傾斜(傾斜角約5°)している。そしてこのように折曲角を設定することにより、アッセンブリタイAが、TバーJの差込孔13から抜けにくくされている。   The assembly tie A that connects the outer heat insulating form frame Mo and the inner heat insulating form frame Mi is formed in a shaving shape by a metal material such as an iron material, and the straight portion 20 and the straight portion 20 The left and right engaging portions 21 and 21 are bent at acute angles from both ends, and these engaging portions 21 and 21 are inclined slightly inward with respect to the straight portion 20 rather than at right angles as shown in FIG. (An inclination angle of about 5 °). By setting the bending angle in this way, the assembly tie A is difficult to be removed from the insertion hole 13 of the T bar J.

つぎに、主に図8を参照して、断熱パネP、TバーJおよびアッセンブリタイAよりなる断熱型枠Mの施工方法について説明する。   Next, with reference to mainly FIG. 8, the construction method of the heat insulation form M which consists of the heat insulation panel P, T bar J, and the assembly tie A is demonstrated.

まず、型枠工事に先行して設置面上の所定箇所に図示しない鉄筋工事が行われ、この鉄筋工事は、外側および内側の断熱型枠Mo,Miの存在しない状態で行い、その作業が容易である。   First, rebar construction (not shown) is performed at a predetermined location on the installation surface prior to formwork, and this rebar work is performed in the absence of the outer and inner heat-insulating formwork Mo and Mi, and the work is easy. It is.

つぎに、外側および内側の断熱型枠Mo,Miが、断熱パネP、TバーJおよびアッセンブリタイAを用いて構築される。   Next, the outer and inner heat insulation molds Mo and Mi are constructed using the heat insulation panel P, the T bar J, and the assembly tie A.

複数の断熱パネルPおよびTバーJは、施工現場に分離して輸送される。   The plurality of heat insulation panels P and T bars J are transported separately to the construction site.

つぎに、内、外側の断熱型枠Mi,Moの建て込み手順について説明する。   Next, a procedure for installing the inner and outer heat insulation molds Mi and Mo will be described.

(1) 図8(a)に示すように、内、外の設置面(コンクリート基礎もしくはコンクリートスラブ)上に固定されるスターティングベースB(図1参照)上に、一段目(最下段)の複数の断熱パネルPをそれぞれその長手方向を横に向けて垂直方向に順次に横積みする。横積みされる複数の断熱パネルPの合計寸法L1と、構築すべき断熱型枠Mの横寸法L2との間に生じる半端部分には、断熱パネルPより端材P′を切り出して、その端材P′を半端部分に横積みする。これにより、最下段の断熱パネル群P(1)が建て込まれる。   (1) As shown in FIG. 8 (a), on the starting base B (see FIG. 1) fixed on the inner and outer installation surfaces (concrete foundation or concrete slab), the first step (the lowermost step) A plurality of heat insulating panels P are sequentially stacked in the vertical direction with their longitudinal directions turned sideways. An end material P ′ is cut out from the heat insulation panel P at a half end portion generated between the total dimension L1 of the plurality of heat insulation panels P to be horizontally stacked and the horizontal dimension L2 of the heat insulation mold M to be constructed. The material P ′ is horizontally stacked on the half end portion. Thereby, the lowermost heat insulation panel group P (1) is built.

内、外の最下段の断熱パネル群P(1)同士は、それらのTバーJに穿設される複数の差込孔13に、複数のアッセンブリタイAの係止部分21を差し込むことにより連結される。   The inner and outer lowermost thermal insulation panel groups P (1) are connected by inserting engaging portions 21 of a plurality of assembly ties A into a plurality of insertion holes 13 formed in the T-bars J. Is done.

(2) つぎに、図8(b)に示すように、1段目の断熱パネル群P(1)の上面に、端材P′側から、TバーJの垂直部分11の下半部を差込み連結する。長いTバーJは、端材P′および複数の断熱パネルPの複数の継ぎ目10を跨ぐので、このTバーJによって、継ぎ目10がズレたり、遊離することなく、断熱パネルPおよび端材P′の継ぎ目10を強固に結合することができる。このとき、TバーJに形成した複数の係止爪14は、断熱パネルPに食い込んでその結合強度が一層高められる。また、TバーJは、一段目の断熱パネル群P(1)に対してその長手方向にスライド可能であり、該断熱パネル群P(1)に対する長手方向の位置調整が可能である。   (2) Next, as shown in FIG. 8B, the lower half of the vertical portion 11 of the T bar J is formed on the upper surface of the first-stage heat insulation panel group P (1) from the end material P ′ side. Plug in and connect. Since the long T-bar J straddles the end material P ′ and the plurality of joints 10 of the plurality of heat insulation panels P, the heat insulation panel P and the end material P ′ are prevented by the T bar J without the seam 10 being displaced or released. The seam 10 can be firmly bonded. At this time, the plurality of locking claws 14 formed on the T bar J bite into the heat insulating panel P, and the bonding strength thereof is further increased. Further, the T bar J is slidable in the longitudinal direction with respect to the first-stage thermal insulation panel group P (1), and the longitudinal position of the thermal insulation panel group P (1) can be adjusted.

断熱型枠Mの横寸法に対してTバーJの不足部分は、他のTバーJより切断した端材J′を断熱パネルPの上面に差込み結合する。   The shorted portion of the T bar J with respect to the lateral dimension of the heat insulating formwork M is inserted and joined to the upper surface of the heat insulating panel P by the end material J ′ cut from the other T bar J.

(3) つぎに、図8(c)に示すように、Tバー上に2段目の複数の断熱パネルP2をそれぞれその長手方向を横に向けて垂直方向に順次に横積みし、それらの断熱パネルPの下面の下部スリット5をTバーJの垂直部分11の上半部分に差し込み結合する。図8(a)と同じく、横積みされる複数の断熱パネルPの合計寸法L1と、構築すべき断熱型枠Mの横寸法L2との間に生じる半端部分には、断熱パネルPより端材P′を切り出して、その端材P′を半端部分に横積みする。これにより、TバーJ上に2段目の断熱パネル群P(2)が建て込まれる。   (3) Next, as shown in FIG. 8 (c), a plurality of second-stage heat insulation panels P2 are sequentially stacked on the T bar in the vertical direction with the longitudinal direction thereof being set sideways. The lower slit 5 on the lower surface of the heat insulating panel P is inserted and joined to the upper half portion of the vertical portion 11 of the T bar J. As in FIG. 8A, the half-end portion generated between the total dimension L <b> 1 of the plurality of heat insulation panels P stacked horizontally and the horizontal dimension L <b> 2 of the heat insulation formwork M to be constructed is more end material than the heat insulation panel P. P ′ is cut out and the end material P ′ is horizontally stacked on the half end portion. Thus, the second-stage heat insulation panel group P (2) is built on the T bar J.

内、外の2段目の断熱パネル群P(2)同士は、それらのTバーJに穿設される複数の差込孔13に、複数のアッセンブリタイAの係止部分21を差し込むことにより連結される。   The inner and outer second-stage heat insulation panel groups P (2) are inserted into the plurality of insertion holes 13 formed in the T-bars J by inserting the locking portions 21 of the plurality of assembly ties A into the insertion holes 13. Connected.

(4) つぎに、図8(d)に示すように、2段目の断熱パネル群P(2)の上面に、端材P′側から、2段目のTバーJを差込み連結する。長いTバーJは、端材Pおよび複数の断熱パネルPの複数の継ぎ目10を跨ぐので、このTバーJによって、前記継ぎ目10がズレたり、離間したりすることなく、断熱パネルPの継ぎ目10を強固に結合することができる。このとき、2段目のTバーJに形成した複数条の係止爪14は、断熱パネルPに食い込んでその結合強度が一層高められる。また、このTバーJは、2段目の断熱パネル群P(2)に対してその長手方向にスライド可能であり、該断熱パネル群P(2)に対する位置調整が可能である。   (4) Next, as shown in FIG. 8D, the second-stage T-bar J is inserted and connected to the upper surface of the second-stage thermal insulation panel group P (2) from the end material P ′ side. Since the long T bar J straddles the end material P and the plurality of joints 10 of the plurality of heat insulation panels P, the joint 10 of the heat insulation panel P is not displaced or separated by the T bar J. Can be firmly bonded. At this time, the plurality of locking claws 14 formed on the second-stage T-bar J bite into the heat insulating panel P, and the coupling strength is further increased. Further, the T bar J can slide in the longitudinal direction with respect to the second-stage heat insulation panel group P (2), and the position adjustment with respect to the heat insulation panel group P (2) is possible.

断熱型枠に対してTバーの不足部分は、他のTバーJより切断した端材Jを断熱パネルPの上面に差込み結合する。   Insufficient portion of the T bar with respect to the heat insulation formwork, the end material J cut from the other T bar J is inserted and joined to the upper surface of the heat insulation panel P.

2段目のTバーJ上には、前記図8(c),(d)の作業を繰り返すことにより、3段目の断熱パネル群P(3)さらにn段目(最上段)の断熱パネル群P(n)を、TバーJを介して順次に建て込むことにより、コンクリート打設空間を挟んで、図8(e)に示すように内、外側の断熱型枠Mi,Moを構築することができる。   By repeating the operations shown in FIGS. 8C and 8D on the second-stage T-bar J, the third-stage thermal insulation panel group P (3) and the n-th (top) thermal insulation panel. By sequentially building the group P (n) through the T-bar J, the inner and outer heat insulation molds Mi, Mo are constructed as shown in FIG. be able to.

内、外の3段目の断熱パネル群P(3)以降n段目の断熱パネル群P(n)同士は、それらに対応するTバーJに穿設される複数の差込孔13に、複数のアッセンブリタイAの係止部分21を差し込むことにより連結される。   The inner and outer third-stage heat insulation panel group P (3) and subsequent n-th heat insulation panel groups P (n) are connected to the plurality of insertion holes 13 formed in the T bar J corresponding to them. It is connected by inserting the locking portions 21 of the plurality of assembly ties A.

以上のようにして、内、外の断熱型枠Mi,Moが建て込まれたら、それらの断熱型枠Mo,Mi間のコンクリート打設空間Sにコンクリートを打設してコンクリート躯体が構築される。コンクリート躯体の構築後は、前記内、外側の型枠Mi,Moは取り外さずにそのまま建物の断熱壁として利用される。   As described above, when the inner and outer heat insulation molds Mi and Mo are built, concrete is placed in the concrete placement space S between the heat insulation molds Mo and Mi to construct a concrete frame. . After the construction of the concrete frame, the inner and outer molds Mi and Mo are used as they are as heat insulation walls of the building without being removed.

しかして、本発明によれば、横積みして順次に建て込まれる各段の断熱パネル群P(1)〜P(n)の各複数の継ぎ目10は、その継ぎ目10を跨いで断熱パネルPに差し込まれる、長いTバーJにより結合されるので、各段の断熱パネル群P(1)〜P(n)の、断熱パネルPの複数の継ぎ目10は、そのTバーJにより強固に結合されて、それらがズレたり、遊離したりすることことがない。また、断熱パネルPの継ぎ目10を、別の結合手段により結合するようにした公知のもの(前記特許文献1参照)に比べて、断熱型枠Mの建て込み作業性が向上し、また、断熱型枠Mの建て込みコストが大幅に低減される。   Thus, according to the present invention, each of the plurality of joints 10 of the heat insulation panel groups P (1) to P (n) of each stage that are horizontally stacked and sequentially built is covered with the heat insulation panel P across the joint 10. Are joined by a long T-bar J, so that the plurality of joints 10 of the heat-insulating panels P of the heat-insulating panel groups P (1) to P (n) at each stage are firmly joined by the T-bar J. And they will not be displaced or released. In addition, the workability of installing the heat insulation formwork M is improved as compared with a known one in which the joint 10 of the heat insulation panel P is joined by another joining means (see Patent Document 1). The installation cost of the formwork M is significantly reduced.

さらに、断熱パネルPとTバーは、工場などで別々に生産し、それらを分離して施工現場に輸送するようにしているので、それらの生産性が向上し、またそれらの梱包容積が縮小して、それらの輸送効率を高めることができる。   In addition, the heat insulation panels P and T bars are produced separately in factories, etc., and are separated and transported to the construction site, improving their productivity and reducing their packing volume. Thus, their transportation efficiency can be increased.

以上、本発明の実施例について説明したが、本発明はその実施例に限定されることなく、本発明の範囲内で種々の実施例が可能である。   As mentioned above, although the Example of this invention was described, this invention is not limited to the Example, A various Example is possible within the scope of the present invention.

断熱型枠の建て込み途中の状態を示す斜視図A perspective view showing a state in the middle of installation of a heat insulating formwork 型枠兼用断熱パネル、Tバーおよびアッセンブリタイの分解斜視図Disassembled perspective view of heat-insulating panel for formwork, T-bar and assembly tie 図1の3矢視図1 arrow view of FIG. 図3の4−4線に沿う拡大断面図Enlarged cross-sectional view along line 4-4 in FIG. 図4の5矢視仮想円囲い部分の拡大図Enlarged view of the virtual circle encircled part shown in FIG. 図5の6−6線に沿う断面図Sectional drawing which follows the 6-6 line of FIG. 図4の7矢視仮想円囲い部分の拡大図Enlarged view of the virtual circle encircled portion seen in the direction of arrow 7 in FIG. 断熱型枠の建て込み手順を示す図Diagram showing the installation procedure of a heat-insulated formwork

符号の説明Explanation of symbols

4・・・・・スリット(上部スリット)
5・・・・・スリット(下部スリット)
10・・・・・継ぎ目
21・・・・・係止部分(アッセンブリタイAの)
J・・・・・連結バー(Tバー)
M・・・・・・断熱型枠
Mo・・・・・・外側の型枠
Mi・・・・・・内側の型枠
P・・・・・・型枠兼用断熱パネル(断熱パネル)
P(1)・・・1段目の型枠兼用断熱パネル群
P(2)・・・2段目の型枠兼用断熱パネル群
P(3)・・・3段目の型枠兼用断熱パネル群
P(n)・・・n段目の型枠兼用断熱パネル群
4 ... Slit (Upper slit)
5 ... Slit (lower slit)
10 ... Seam 21 ... Locking part (Assembly tie A)
J: Connection bar (T bar)
M ··························································································································· use as a mold frame
P (1): Insulation panel group for the first-stage formwork P (2) ... Insulation panel group for the second-stage formwork P (3) ... Insulation panel for the third-stage formwork Group P (n) ... n-stage formwork combined heat insulation panel group

Claims (3)

型枠兼用断熱パネルを用いた建築用型枠の施工方法であって、
複数の型枠兼用断熱パネル(P)と、それらの型枠兼用断熱パネル(P)の横幅よりも長い複数の連結バー(J)とを分離して施工現場に輸送し、
設置面上に複数の型枠兼用断熱パネル(P)を横方向に継いで一列に順次に横積みして1段目の型枠兼用断熱パネル群(P(1))を建て込み、その1段目の型枠兼用断熱パネル群(P(1))上面に、複数の型枠兼用断熱パネル(P)の継ぎ目(10)を跨いで連結バー(J)を差し込み、
つぎに、連結バー(J)上に、2段目の複数の型枠兼用断熱パネル(P)の下面を、それらのパネル(P)の継ぎ目(10)を跨いで順次に差し込んで、1段目の型枠兼用断熱パネル群(P(1))上に連結バー(J)を介して2段目の型枠兼用断熱パネル(P)を横方向に継いで一列に順次に横積みして、2段目の型枠兼用断熱パネル群(P(2))を建て込み、2段目の型枠兼用断熱パネル群(P(2))の上面に、他の連結バー(J)を、それらの型枠兼用断熱パネル(P)の継ぎ目(10)を跨いで差し込み、
つぎに、3段目の複数の型枠兼用断熱パネル(P)の下面を、それらのパネル(P)の継ぎ目(10)を跨いで他の連結バー(J)に差し込んで、2段目の複数の型枠兼用断熱パネル群(P(2))上に他の連結バー(J)を介して3段目の型枠兼用断熱パネル(P)を横方向に継いで一列に順次に横積みして、3段目の型枠兼用断熱パネル群(P(3))を建て込み、
以上の作業の繰り返しにより、内、外の断熱型枠(Mi,Mo)をコンクリート打設空間(S)をあけて構築し、それら内、外側の断熱型枠(Mi,Mo)の相対応する連結バー(J)同士を複数のアッセンブリタイ(A)により一体に結合することを特徴とする、建築用型枠の施工方法。
It is a construction method of a building form using a heat insulating panel that also serves as a form,
A plurality of combined formwork heat insulating panels (P) and a plurality of connecting bars (J) longer than the width of the combined formwork heat insulating panels (P) are separated and transported to the construction site.
A plurality of combined formwork and heat insulation panels (P) are installed on the installation surface in the horizontal direction, and sequentially stacked in a row to install the first-stage formwork and heat insulation panel group (P (1)). Insert the connecting bar (J) across the joints (10) of the plurality of mold-use and heat insulation panels (P) on the upper surface of the stage-form heat-treatment panel group (P (1)),
Next, on the connecting bar (J), the lower surfaces of the second-stage heat-insulating panels (P) for the formwork are sequentially inserted across the joints (10) of the panels (P), The second-stage formwork / heat insulation panel (P) is connected horizontally to the formwork / heat-insulation panel group (P (1)) of the eye via the connecting bar (J), and sequentially stacked in a row. The second-stage formwork / heat insulation panel group (P (2)) is built, and another connecting bar (J) is placed on the upper surface of the second-stage formwork / heat insulation panel group (P (2)). Insert them across the seam (10) of those combined formwork and insulation panels (P),
Next, the lower surfaces of the third-stage heat-insulating panels (P) for the third stage are inserted into other connecting bars (J) across the joints (10) of the panels (P), and the second-stage The third-stage formwork / heat insulation panel (P) is connected to the plurality of formwork-use heat insulation panel groups (P (2)) via other connecting bars (J) in the horizontal direction, and sequentially stacked in a row. Then, install the third-stage formwork combined heat insulation panel group (P (3)),
By repeating the above operations, the inner and outer heat insulation molds (Mi, Mo) are constructed by opening the concrete placement space (S), and the inner and outer heat insulation molds (Mi, Mo) correspond to each other. A construction method for a formwork for building, wherein the connecting bars (J) are joined together by a plurality of assembly ties (A).
請求項1記載の建築用型枠の施工方法に使用される断熱型枠であって、複数の型枠兼用断熱パネル(P)と、それらの型枠兼用断熱パネル(P)の横幅よりも長い複数の連結バー(J)とよりなり、
複数の型枠兼用断熱パネル(P)を横方向に順次に継いで横積みしてなる型枠兼用断熱パネル群(P(1)〜P(n))を、前記連結バー(J)を挟んで上下方向に複数段に積込み、前記連結バー(J)は、上下段に横積の横型枠兼用断熱パネル群(P(1)〜P(n))の各型枠兼用断熱パネル(P)の継ぎ目(10)を跨いで上下段の型枠兼用断熱パネル(P)のスリット(4,5)に差込み結合されて、上下段に横積の横型枠兼用断熱パネル群(P(1)〜P(n))を一体の結合してなることを特徴とする、断熱型枠。
It is a heat insulation formwork used for the construction method of the building formwork of Claim 1, Comprising: It is longer than the width of several formwork combined heat insulation panel (P) and those formwork combined heat insulation panels (P) It consists of multiple connecting bars (J),
A group of combined formwork and heat insulation panels (P (1) to P (n)), in which a plurality of formwork and heat insulation panels (P) are successively stacked in the horizontal direction, sandwich the connection bar (J). The connecting bars (J) are stacked in a plurality of stages in the vertical direction, and the connection bars (J) are each of the horizontal formwork and thermal insulation panel group (P (1) to P (n)) in the upper and lower stages. Across the joint (10) and inserted into and joined to the slits (4, 5) of the upper and lower formwork / heat insulation panels (P), and the horizontal form and heat insulation panel group (P (1) to P (n)) is integrally bonded to form a heat insulating mold.
請求項1記載の建築用型枠の施工方法に使用されるアッセンブリタイであって、
直状部分と、その直状部分の両端に、その直状部分に対して鋭角に折り曲げられる係止部分(21,21)よりなる、アッセンブリタイ。

An assembly tie used in the construction method for a building form according to claim 1,
An assembly tie comprising a straight portion and locking portions (21, 21) bent at an acute angle with respect to the straight portion at both ends of the straight portion.

JP2006325292A 2006-12-01 2006-12-01 Construction form construction method, heat insulation formwork and assembly tie Expired - Fee Related JP4287463B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114856042A (en) * 2022-01-25 2022-08-05 金相培 Building integrated formwork with heat insulation layer and construction method thereof

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KR101035423B1 (en) * 2009-06-25 2011-05-20 (주)블루폼 Timber steel beam and system panel using the same
CN113718714A (en) * 2021-08-27 2021-11-30 长江岩土工程有限公司 Construction method of integrally cast concrete channel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114856042A (en) * 2022-01-25 2022-08-05 金相培 Building integrated formwork with heat insulation layer and construction method thereof
CN114856042B (en) * 2022-01-25 2024-03-15 金相培 Building integrated template with heat insulation layer and construction method thereof

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