JP4921950B2 - Architectural formwork and its assembly tie - Google Patents

Architectural formwork and its assembly tie Download PDF

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JP4921950B2
JP4921950B2 JP2006340829A JP2006340829A JP4921950B2 JP 4921950 B2 JP4921950 B2 JP 4921950B2 JP 2006340829 A JP2006340829 A JP 2006340829A JP 2006340829 A JP2006340829 A JP 2006340829A JP 4921950 B2 JP4921950 B2 JP 4921950B2
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formwork
thermal insulation
heat insulation
insulation panels
assembly
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JP2008150884A (en
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哲仁 日崎
信宏 西川
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株式会社ヒーローライフカンパニー
株式会社スターハウス・インターナショナル
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Description

本発明は、コンクリート躯体を成形すべく、コンクリートの打設空間を存して立て込まれる内、外断熱型枠よりなる建築用型枠およびそれに直接使用されるアッセンブリタイに関する。   TECHNICAL FIELD The present invention relates to a building form made of an external heat insulating form and an assembly tie used directly in the concrete standing space in order to form a concrete frame.

従来、建築物において、そのコンクリート躯体を成形するための建築用型枠を、コンクリート打設空間をあけて互いに平行に立て込まれる、内、外の断熱型枠と、それらの断熱型枠を一体に橋架結合する複数のかすがい状のアッセンブリタイとより構成したもの公知である(特許文献1参照)。
特開2004−76396号公報
Conventionally, in a building, the building formwork for molding the concrete frame is stood parallel to each other with a concrete placement space, and the heat insulation formwork inside and outside is integrated with the heat insulation formwork. It is known that it is composed of a plurality of brace-like assembly ties that are bridge-coupled to each other (see Patent Document 1).
JP 2004-76396 A

ところで、前記特許文献1に開示される建築用型枠は、複数段に鉛直方向に積み重ねられる断熱パネルの接合面間にそれぞれバー部材を差込んで、各上下段の断熱パネルを連結して内、外の断熱型枠を建て込み、それら内、外の断熱型枠の相対応するバー部材同士を、アッセンブリタイにより橋架結合して構成されている。そのため、互いに接合される上下段の断熱パネルの接合面間の内面側(コンクリート打設側)には、バー部材の厚さと、アッセンブリタイの太さの和に相当する隙間が形成される(前記特許文献1の図6参照)のを余儀なくされ、コンクリートを打設した際に、打設コンクリートの一部が前記隙間に入り込んで、内、外の断熱型枠に断熱欠損を生じてその断熱性が損なわれるばかりでなく上下段の断熱パネルの接合面の取り合いが悪くコンクリート打設時の圧力で断熱パネルに倒れ現象を生じるという問題があった。   By the way, the architectural form disclosed in Patent Document 1 includes a bar member inserted between joint surfaces of heat insulation panels stacked in a vertical direction in a plurality of stages, and connects the upper and lower heat insulation panels. The outer heat-insulating formwork is built in, and the corresponding bar members of the inner and outer heat-insulating formwork are bridge-connected by an assembly tie. Therefore, a gap corresponding to the sum of the thickness of the bar member and the thickness of the assembly tie is formed on the inner surface side (concrete casting side) between the joint surfaces of the upper and lower thermal insulation panels joined to each other (see above). When the concrete is cast and a part of the cast concrete enters the gap, a heat insulation defect is generated in the inner and outer heat insulation molds. In addition to being damaged, there was a problem that the insulation between the upper and lower thermal insulation panels was poor and the thermal insulation panel collapsed due to the pressure when placing concrete.

本発明は、かかる実情に鑑みてなされたものであり、前記問題を解決できるようにした、新規な建築用型枠およびその型枠に直接使用するアッセンブリタイを提供することを目的とする。   The present invention has been made in view of such circumstances, and an object of the present invention is to provide a novel architectural formwork and an assembly tie used directly in the formwork so as to solve the above-described problems.

上記目的を達成するために、請求項1記載の発明は、コンクリートの打設空間を存して互いに平行に立て込まれる内、外の断熱型枠を、上下方向に複数段に積み込まれる複数の断熱パネルと、各上下段の断熱パネルの接合面間に差し込まれて、上下段の断熱パネルをそれぞれ結合する複数の連結バーとより構成し、内、外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連結してなる建築用型枠において、
前記アッセンブリタイは、中間部分と、その中間部分の両端より略直角に折り曲げられる両折曲端部とを有し、前記両折曲端部は前記連結バーに穿設した差込孔に差し込まれ、また、前記直状部分の、上下段の断熱パネルの接合面間に挟まれる部分には凹部が形成され、その凹部に断熱パネルの接合面に形成した突条部が密に着座されることを特徴としている。
In order to achieve the above object, the invention according to claim 1 is characterized in that there are a plurality of outer heat-insulating molds stacked in a plurality of stages in the vertical direction, while standing in parallel with each other in a concrete placement space. A plurality of connecting bars that are inserted between the heat insulating panels and the joint surfaces of the upper and lower heat insulating panels and respectively connect the upper and lower heat insulating panels, and corresponding connecting bars of the inner and outer heat insulating molds. In an architectural form formed by connecting together a plurality of assembly ties,
The assembly tie has an intermediate portion and both bent end portions that are bent at substantially right angles from both ends of the intermediate portion, and the both bent end portions are inserted into insertion holes formed in the connecting bar. In addition, a concave portion is formed in a portion of the straight portion sandwiched between the joint surfaces of the upper and lower thermal insulation panels, and the protrusions formed on the joint surface of the thermal insulation panel are seated closely in the concave portion. It is characterized by.

また、上記目的を達成するために、請求項2記載の発明は、前記請求項1記載のものにおいて、上下段の断熱パネルの互いに接合される接合面のうち、直接接合する部分は相互に密接されることを特徴としている。   In order to achieve the above object, according to a second aspect of the present invention, in the first aspect of the present invention, of the joint surfaces of the upper and lower thermal insulation panels that are joined together, the directly joined portions are in close contact with each other. It is characterized by being.

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、建築用型枠に直接使用されるアッセンブリタイであって、金属線材によりかすがい状に形成されており、直状の中間部分と、その中間部分の両端から折り曲げれる左右端部分よりなり、前記中間部分の、左右端部寄りの部分には、その中間部分の上下厚さよりも薄い平坦部を有する凹部が形成されてい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 directly for a building form, which is formed in a shape of a shaving with a metal wire, and has a straight intermediate portion. And a concave portion having a flat portion thinner than the vertical thickness of the intermediate portion is formed in a portion near the left and right end portions of the intermediate portion. It is characterized by.

本請求各項記載の発明によれば、断熱パネルの互いに接合される断熱パネルの接合面間に形成される隙間を極力小さくすることができるので、それらの接合面間に打設コンクリートが入り込むのを可及的に低減することができ、断熱型枠の断熱欠損を大幅に減少させてその断熱性を高めることができる。また上下段の断熱パネルの接合面の取り合いがよくなるため、断熱パネルの倒れを防止して建築用型枠の施工精度を大幅に向上させることができる。   According to the inventions described in the claims, since the gap formed between the joint surfaces of the heat insulation panels to be joined to each other can be made as small as possible, the cast concrete enters between the joint surfaces. Can be reduced as much as possible, and the heat insulation defect of the heat insulation form can be greatly reduced to enhance the heat insulation. In addition, since the contact between the joint surfaces of the upper and lower thermal insulation panels is improved, the thermal insulation panel can be prevented from falling and the construction accuracy of the building formwork can be greatly improved.

また、特に請求項2記載の発明によれば、上下段の断熱パネルの接合面の取り合いが一層よくなり、断熱パネルの倒れをより確実に防止することができる。   In particular, according to the invention described in claim 2, the joining of the joint surfaces of the upper and lower thermal insulation panels is further improved, and the thermal insulation panel can be prevented from falling down more reliably.

さらに、特に請求項3記載の発明によれば、建築用型枠に使用されるアッセンブリタイは、従来のものに僅かな改良を加えることで構成されるので、廉価に提供することができる。   Further, according to the invention described in claim 3 in particular, the assembly tie used for the building form can be provided at a low cost because it is constructed by adding a slight improvement to the conventional one.

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、断熱パネルおよびアッセンブリタイの斜視図、図2は、図1の2−2線に沿う断面図、図3は、図2の3矢視仮想線囲い部分の拡大図、図4は図3の4−4線に沿う断面図、図5は、図1の5矢視仮想線囲い部分の拡大図、図6は、組み立てられた建築用型枠の断面図である。   1 is a perspective view of a heat insulating panel and an assembly tie, FIG. 2 is a cross-sectional view taken along line 2-2 in FIG. 1, FIG. 3 is an enlarged view of a portion surrounded by an imaginary line in FIG. 3 is a cross-sectional view taken along line 4-4 in FIG. 3, FIG. 5 is an enlarged view of a portion surrounded by an imaginary line 5 in FIG. 1, and FIG. 6 is a cross-sectional view of the assembled formwork.

図1〜4において、型枠パネルとしての断熱パネル1は、硬質の断熱合成樹脂材により、全体が横長の長方形の板状に形成されており、その上端面1uには、後述の連結バーJが、該断熱パネルの全長にわたり固定される。   1-4, the heat insulation panel 1 as a formwork panel is formed in the shape of a horizontally-long rectangular plate by a hard heat insulation synthetic resin material, The connection bar J mentioned later is formed in the upper end surface 1u. Is fixed over the entire length of the insulation panel.

前記断熱パネル1は、高断熱性であり、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横長の長方形に構成されている。断熱パネル1の外面1oおよび内面1iは、いずれも平坦面に形成されている。また、断熱パネル1の接合面となる、上端面1uおよび下端面1dには、その全長にわたりその厚み方向の中間部にスリット2が形成される。さらに、断熱パネル1に下端面の内面側1i寄りには、前記スリット2と平行に凹溝3が形成されるとともの内面1i側の下端に突条部4が形成されている。   The heat insulation panel 1 has a horizontally long rectangle made of a hard foamed synthetic resin material such as polystyrene or polyurethane which is highly heat-insulating and lightweight. Both the outer surface 1o and the inner surface 1i of the heat insulation panel 1 are formed as flat surfaces. Moreover, the slit 2 is formed in the intermediate part of the thickness direction in the upper end surface 1u and the lower end surface 1d used as the joining surface of the heat insulation panel 1 over the full length. Further, a concave groove 3 is formed in parallel to the slit 2 and a ridge 4 is formed at the lower end on the inner surface 1 i side of the heat insulating panel 1 near the inner surface 1 i on the lower end surface.

図1〜4において、前記連結バーJは、金属板または硬質合成樹脂板により形成され、断熱パネル1の横方向の長さと略同じ長さを有しており、平坦な板状に形成される水平部10と、この水平部10の一端(図2,3左端)より上下方向に略直角に対称的に起立形成される上、下差込部11U,11Dとを備えて横断面横T状に形成され、その幅は、断熱パネル1の厚さよりも短く形成されている。上、下差込部11U,11Dの肉厚t1 は、水平部10の肉厚t2 よりも若干厚く形成されている。また、水平部10には、その長手方向に間隔をあけて複数の差込孔14…がそれぞれ穿設され、それらの差込孔14…に後述するアッセンブリタイ20の折曲部20eがそれぞれ差込み連結される。 1-4, the connection bar J is formed of a metal plate or a hard synthetic resin plate, has a length substantially the same as the horizontal length of the heat insulation panel 1, and is formed in a flat plate shape. A horizontal portion 10 and a horizontal insertion portion 11U, 11D having a horizontal insertion portion 11U and 11D are formed in a vertical direction symmetrically and vertically from one end (the left end in FIGS. 2 and 3) of the horizontal portion 10, and have a transverse T-shaped cross section. The width thereof is shorter than the thickness of the heat insulating panel 1. The thickness t 1 of the upper and lower insertion portions 11U and 11D is formed to be slightly thicker than the thickness t 2 of the horizontal portion 10. Further, a plurality of insertion holes 14 are formed in the horizontal portion 10 at intervals in the longitudinal direction, and bent portions 20e of an assembly tie 20 described later are inserted into the insertion holes 14 respectively. Connected.

図2,3に明瞭に示すように、断熱パネル1の水平部10は、断熱パネル1の厚み幅よりも幅狭に形成されて、断熱パネル1が立て込まれるとき、それらの上端面1uと下端面1dとの間に挟持される。また、前記上、下差込部11U,11Dは、それらの先端に鋸歯状の抜止め歯11tが一体に形成され、断熱パネル1のスリット2に差し込み結合される際に、抜止め歯11tはスリット2に食い込んでその抜け出しが防止される。   As clearly shown in FIGS. 2 and 3, the horizontal portion 10 of the heat insulation panel 1 is formed to be narrower than the thickness width of the heat insulation panel 1, and when the heat insulation panel 1 is stood up, It is sandwiched between the lower end surface 1d. The upper and lower insertion portions 11U and 11D are integrally formed with serrated retaining teeth 11t at their tips and inserted into the slit 2 of the heat insulating panel 1 so that the retaining teeth 11t are Biting into the slit 2 is prevented from coming out.

前記連結バーJは、予め工場などで断熱パネル1の接合面、すなわち上端面1uに固定しておく。この固定状態では、図3に示すように、連結バーJの一方の下差込部11Dは、断熱パネル1のスリット2内に差し込み固定され、その水平部10は、断熱パネル1の上端面1uに当接される。この場合、断熱パネル1と連結バーJは、接着剤により接着する。   The connecting bar J is previously fixed to the joint surface of the heat insulating panel 1, that is, the upper end surface 1u at a factory or the like. In this fixed state, as shown in FIG. 3, one lower insertion portion 11 </ b> D of the connecting bar J is inserted and fixed in the slit 2 of the heat insulation panel 1, and the horizontal portion 10 is the upper end surface 1 u of the heat insulation panel 1. Abut. In this case, the heat insulation panel 1 and the connection bar J are adhered by an adhesive.

以上のように、接合面となる上端面に連結バーJを固定した断熱パネル1は、建築現場などに搬送されて、建築用型枠Mの組み付けに供される。   As mentioned above, the heat insulation panel 1 which fixed the connection bar J to the upper end surface used as a joint surface is conveyed by the construction site etc., and is used for the assembly | attachment of the formwork M for construction.

図6に示すように、コンクリートの打設空間Sを存して互いに平行に立て込まれる断熱パネル1,1は、複数のアッセンブリタイ20によりを一体に連結される。   As shown in FIG. 6, the heat insulating panels 1, 1 standing in parallel with each other in the concrete placement space S are integrally connected by a plurality of assembly ties 20.

図5に最も明瞭に示すように、アッセンブリタイ20は、鉄線などの断面円形の金属線材により、全体が「かすがい」状に形成されており、直状の中間部分20nと、その中間部分20nの両端から略直角に折曲される、両折曲端部20e,20eとを有しており、それらの折曲端部20e,20eの先端は、斜めにカットされて先鋭に形成されていて、前記連結バーJの差込孔14に差し込み易くしてある。また、アッセンブリタイ20の中間部分20nの、折曲端部20eに近い部分、すなわち上下段の断熱パネル1,1の上、下端面、すなわち接合面1u,1d間に挟まれる部分には、その中間部分20nの上下厚さよりも薄い平坦部21を有する凹部22が一体に形成されている。この凹部22には、下段の断熱パネル1に、上段の断熱パネルを接合するとき、上段の断熱パネルの内側面1iの下端に形成される突条部4が密に着座され、上下段の断熱パネル1,1の接合面1u,1d間の間隙dが狭まるようにされている。   As shown most clearly in FIG. 5, the assembly tie 20 is formed in a “frayed” shape as a whole by a metal wire having a circular cross section such as an iron wire, and has a straight intermediate portion 20 n and an intermediate portion 20 n thereof. The bent end portions 20e and 20e are bent at substantially right angles from both ends thereof, and the ends of the bent end portions 20e and 20e are cut obliquely and sharply formed. The insertion bar 14 of the connecting bar J is easy to insert. Further, a portion of the intermediate portion 20n of the assembly tie 20 near the bent end portion 20e, that is, the upper and lower end surfaces of the upper and lower thermal insulation panels 1, 1, that is, the portion sandwiched between the joint surfaces 1u and 1d is A concave portion 22 having a flat portion 21 thinner than the upper and lower thickness of the intermediate portion 20n is integrally formed. When the upper thermal insulation panel is joined to the lower thermal insulation panel 1, the ridges 4 formed on the lower end of the inner side surface 1 i of the upper thermal insulation panel are seated closely in the recess 22, and the upper and lower thermal insulation panels are seated. A gap d between the joining surfaces 1u and 1d of the panels 1 and 1 is narrowed.

また両折曲端部20e,20eの基部の外周面の内側(中間部側)には、その外周面より外方に隆起する隆起部30が一体に突出加工されている。この隆起部30は、この実施例では、ポンチの打込みにより形成される円錐状の凹部31の外周部分に突出加工される。   Further, on the inner side (intermediate part side) of the outer peripheral surface of the base portion of both bent end portions 20e, 20e, a raised portion 30 that protrudes outward from the outer peripheral surface is integrally projected. In this embodiment, the raised portion 30 is protruded into the outer peripheral portion of a conical recess 31 formed by punching.

なお、前記隆起部30の加工は、他の加工手段により行ってもよい。   Note that the processing of the raised portion 30 may be performed by other processing means.

断熱パネル1にアッセンブリタイ20を連結するには、図2に示すように、断熱パネル1の上端面に予め固定されている連結バーJの差込孔14に、その上方からアッセンブリタイ20の一方の折曲端部20eを差し込み連結する。このとき、折曲端部20eの隆起部30は差込孔14の縁に引っ掛かるので、アッセンブリタイ20をその上方から押し込むか、叩くようにする。これにより、隆起部30は差込孔14を貫通して、該差込孔14の縁に係合されて、アッセンブリタイ20を差込孔14に確りと差し込み連結することでき、打設生コンクリートの圧力で、緊結部材20が差込孔14から浮き上がって、抜け出ることが防止される。   In order to connect the assembly tie 20 to the heat insulation panel 1, as shown in FIG. 2, one side of the assembly tie 20 is inserted into the insertion hole 14 of the connection bar J fixed in advance to the upper end surface of the heat insulation panel 1 from above. Are inserted and connected. At this time, since the raised portion 30 of the bent end portion 20e is caught by the edge of the insertion hole 14, the assembly tie 20 is pushed from above or hit. As a result, the raised portion 30 penetrates the insertion hole 14 and is engaged with the edge of the insertion hole 14, so that the assembly tie 20 can be securely inserted and connected to the insertion hole 14. With this pressure, the fastening member 20 is prevented from being lifted from the insertion hole 14 and coming out.

つぎに、図6を参照して、断熱パネル1、連結バーJおよびアッセンブリタイ20を用いて、建築用型枠Mを組み付ける手順について説明する。   Next, with reference to FIG. 6, a procedure for assembling the building formwork M using the heat insulating panel 1, the connecting bar J, and the assembly tie 20 will be described.

建築用型枠Mは、基礎上に、コンクリート打設空間Sを存して互いに平行に立て込まれる内、外の断熱型枠Mi,Moにより構成される。   The building formwork M is constituted by the heat insulating formwork Mi and Mo on the outside, while the concrete placement space S exists on the foundation and is stood parallel to each other.

なお、以下の説明において、上段の断熱パネル1に符号(U)を、下段の断熱パネル1に符号(D)を添字する。   In the following description, a symbol (U) is added to the upper thermal insulation panel 1 and a symbol (D) is added to the lower thermal insulation panel 1.

下段の断熱パネル1(D)に、上段の断熱パネル1(U)を建て込み連結するに際し、予め連結バーJを固定した、内、外の下段の断熱パネル1(D),1(D)を、鉛直状態に保持し、それら両断熱パネル1(D),1(D)の連結バーJ,Jの複数の差込孔14,14に、前述のようにアッセンブリタイ20の折曲端部20eを差し込み連結する。これにより、内、外の下段の断熱パネル1(D),1(D)同士は、コンクリート打設空間Sをあけて鉛直状態に堅固に保持される。   When the upper thermal insulation panel 1 (U) is built and connected to the lower thermal insulation panel 1 (D), the connection bar J is fixed in advance, and the inner and outer lower thermal insulation panels 1 (D) and 1 (D) Are held in a vertical state, and the bent end portions of the assembly tie 20 are inserted into the plurality of insertion holes 14 and 14 of the connecting bars J and J of both the heat insulating panels 1 (D) and 1 (D) as described above. 20e is inserted and connected. Thereby, the inner and outer lower thermal insulation panels 1 (D) and 1 (D) are firmly held in a vertical state by opening the concrete placement space S.

つぎに、下段の断熱パネル1(D)上に上段の断熱パネル1(U)を立て込む。このとき、図3に示すように、上段の断熱パネル1(U)のスリット2は、連結バーJの上差込部11Uに差込み固定されると同時に上段の断熱パネル1(U)の凹溝3内にアッセンブリタイ20の中間部分20nの端部が受容されると共に上段の断熱パネル1(U)の突条部4が、アッセンブリタイ20の薄肉の平坦部21を有する凹部22に密に着座される。これにより、下段の断熱パネル1(D)と上段の断熱パネル1(U)の接合面1d,1u間にアッセンブリタイ20が挟まれていても、それらの接合面1d,1u間の隙間d(図3,4参照)を極力縮小することができ、それらの接合面1d,1u間への打設コンクリートの入り込みを可及的に減少させることができる。さらに、下段の断熱パネル1(D)の接合面1uと上段の断熱パネル1(U)の接合面1dのうち、直接接触する部分z(連結バーの存在しない部分、図3参照)は密接されるので、前記構成と相俟って下段の断熱パネル1(U)と上段の断熱パネル1(U)との接合面の取り合いか極めてよくなり、断熱パネル1(D)上に上段の断熱パネル1(U)を堅固に安定支持することができ、打設コンクリートからの側圧を受けても上段の断熱パネル1(U)が倒れることが抑止される。   Next, the upper thermal insulation panel 1 (U) is stood on the lower thermal insulation panel 1 (D). At this time, as shown in FIG. 3, the slit 2 of the upper thermal insulation panel 1 (U) is inserted into and fixed to the upper insertion portion 11U of the connecting bar J, and at the same time, the concave groove of the upper thermal insulation panel 1 (U). 3, the end of the intermediate portion 20 n of the assembly tie 20 is received, and the protrusion 4 of the upper thermal insulation panel 1 (U) is seated closely in the recess 22 having the thin flat portion 21 of the assembly tie 20. Is done. As a result, even if the assembly tie 20 is sandwiched between the joint surfaces 1d and 1u of the lower heat insulation panel 1 (D) and the upper heat insulation panel 1 (U), the gap d ( 3 and 4) can be reduced as much as possible, and the penetration of the cast concrete between the joint surfaces 1d and 1u can be reduced as much as possible. Further, of the joint surface 1u of the lower thermal insulation panel 1 (D) and the joint surface 1d of the upper thermal insulation panel 1 (U), a directly contacting portion z (a portion where no connecting bar exists, see FIG. 3) is in close contact. Therefore, in combination with the above-described structure, the joint between the lower thermal insulation panel 1 (U) and the upper thermal insulation panel 1 (U) becomes extremely good, and the upper thermal insulation panel is placed on the thermal insulation panel 1 (D). 1 (U) can be firmly and stably supported, and the upper heat insulating panel 1 (U) can be prevented from falling even when receiving side pressure from the cast concrete.

さらに、生コンクリートの打設時には、内、外断熱パネル1,1を連結しているアッセンブリタイ20には、生コンクリートの打設圧力によって、浮き上がり方向、すなわち抜き方向の力が作用するが、緊結部材20の両折曲端部20e,20eに加工した隆起部30,30は、連結片13,13の差込孔14,14に係合しているので、緊結部材20が、生コンクリートの打設圧力により浮き上がることがない。   Further, when the ready-mixed concrete is placed, the assembly tie 20 connecting the inner and outer heat insulation panels 1 and 1 is subjected to a lifting force, that is, a pulling direction force by the ready-mixed concrete placing pressure. Since the raised portions 30, 30 processed into both bent end portions 20 e, 20 e of the member 20 are engaged with the insertion holes 14, 14 of the connecting pieces 13, 13, the tightening member 20 is pressed with green concrete. There is no floating due to the installation pressure.

コンクリート躯体の成形完了後は、内、外側の断熱パネル1は、そのまま断熱建材として使用することができ、その際に、それらの平坦な外面1oには、モルタルなどの湿式外装材、あるいはタイルなどの乾式外装材を積層するのが容易である。また、内、外側の断熱パネル1は、コンクリート躯体から解体して通常の型枠パネルとして再利用することもできる。   After completion of the molding of the concrete frame, the inner and outer heat insulation panels 1 can be used as heat insulation building materials as they are, and in that case, the flat outer surface 1o has a wet exterior material such as mortar or tile. It is easy to stack the dry exterior materials. Further, the inner and outer heat insulating panels 1 can be disassembled from the concrete frame and reused as a normal formwork panel.

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.

断熱パネルおよびアッセンブリタイの斜視図Perspective view of insulation panel and assembly tie 図1の2−2線に沿う断面図Sectional view along line 2-2 in FIG. 図2の3矢視仮想線囲い部分の拡大図図3の4矢視仮想線囲い部分の拡大図Enlarged view of the phantom line encircled portion indicated by the arrow 3 in FIG. 図4は図3の4−4線に沿う断面図4 is a sectional view taken along line 4-4 of FIG. 図1の5矢視仮想線囲い部分の拡大図Enlarged view of the phantom line encircled portion in FIG. 組み立てられた建築用型枠の断面図Cross section of assembled formwork

符号の説明Explanation of symbols

1・・・・・・・・・・断熱パネル
4・・・・・・・・・・突条部
14・・・・・・・・・・差込孔
20・・・・・・・・・・アッセンブリタイ
20n・・・・・・・・・中間部分
20e・・・・・・・・・折曲端部
21・・・・・・・・・・平坦部
22・・・・・・・・・・凹部
J・・・・・・・・・・連結バー
Mi・・・・・・・・・内断熱型枠
Mo・・・・・・・・・外断熱型枠
S・・・・・・・・・・・コンクリート打設空間
1 ··· Insulation panel 4 ··· Projection 14 ················ 20 ..Assembly tie 20n ..... Intermediate portion 20e ..... Folded end 21 ..... Flat portion 22 .. ······································· J ... Concrete placement space

Claims (3)

コンクリートの打設空間(S)を存して互いに平行に立て込まれる内、外の断熱型枠(Mi,Mo)を、上下方向に複数段に積み込まれる複数の断熱パネル(1)と、各上下段の断熱パネル(1,1)の接合面(1u,1d)間に差し込まれて、上下段の断熱パネル(1,1)をそれぞれ結合する複数の連結バー(J)とより構成し、内、外の断熱型枠(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(20)により一体に連結してなる建築用型枠において、
前記アッセンブリタイ(20)は、中間部分(20n)と、その中間部分(20n)の両端より略直角に折り曲げられる両折曲端部(20e,20e)とを有し、前記両折曲端部(20e,20e)は前記連結バー(J)に穿設した差込孔(14)に差し込まれ、また、前記直状部分(20n)の、上下段の断熱パネル(1,1)の接合面(1u,1d)間に挟まれる部分には凹部(22)が形成され、その凹部(22)に断熱パネル(1)の接合面(1d)に形成した突条部(4)が密に着座されることを特徴とする、建築用型枠。
Inside the concrete placement space (S) and standing in parallel with each other, the outer heat insulation formwork (Mi, Mo), a plurality of heat insulation panels (1) loaded in a plurality of stages in the vertical direction, and each A plurality of connecting bars (J) that are inserted between the joint surfaces (1u, 1d) of the upper and lower thermal insulation panels (1, 1) and respectively couple the upper and lower thermal insulation panels (1, 1); In the architectural form formed by integrally connecting the corresponding connecting bars (J) of the inner and outer heat-insulating formwork (Mi, Mo) by a plurality of assembly ties (20),
The assembly tie (20) has an intermediate portion (20n) and both bent end portions (20e, 20e) bent at substantially right angles from both ends of the intermediate portion (20n). (20e, 20e) are inserted into the insertion holes (14) drilled in the connecting bar (J), and the joining surface of the upper and lower heat insulation panels (1, 1) of the straight portion (20n) A recessed portion (22) is formed in a portion sandwiched between (1u, 1d), and the protruding portion (4) formed on the joint surface (1d) of the heat insulating panel (1) is seated densely in the recessed portion (22). Architectural formwork characterized by being made.
上下段の断熱パネル(1,1)の互いに接合される接合面(1u,1d)のうち、直接接合する部分(z)は相互に密接されることを特徴とする、前記請求項1記載の建築用型枠。   The part (z) directly joined among the joint surfaces (1u, 1d) joined to each other of the upper and lower thermal insulation panels (1, 1) is in close contact with each other. Architectural formwork. 建築用型枠に直接使用されるアッセンブリタイ(20)であって、金属線材によりかすがい状に形成されており、直状の中間部分(20n)と、その中間部分(20n)の両端から折り曲げれる左右端部分(20e,20e)よりなり、前記中間部分(20n)の、左右端部(20e,20e)寄りの部分には、その中間部分(20n)の上下厚さよりも薄い平坦部(21)を有する凹部(22)が形成されていることを特徴とする、建築用型枠のアッセンブリタイ。
An assembly tie (20) used directly in a building formwork, which is formed of a metal wire in the shape of a faucet and bent from both ends of the straight intermediate part (20n) and the intermediate part (20n) The left and right end portions (20e, 20e), and the intermediate portion (20n) near the left and right end portions (20e, 20e) have a flat portion (21 that is thinner than the vertical thickness of the intermediate portion (20n)). An assembly tie for a building form, characterized in that a recess (22) is formed.
JP2006340829A 2006-12-19 2006-12-19 Architectural formwork and its assembly tie Active JP4921950B2 (en)

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