JP4986488B2 - Thermal insulation basic structure and locking member - Google Patents

Thermal insulation basic structure and locking member Download PDF

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JP4986488B2
JP4986488B2 JP2006093638A JP2006093638A JP4986488B2 JP 4986488 B2 JP4986488 B2 JP 4986488B2 JP 2006093638 A JP2006093638 A JP 2006093638A JP 2006093638 A JP2006093638 A JP 2006093638A JP 4986488 B2 JP4986488 B2 JP 4986488B2
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heat insulating
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locking
insulating material
locking member
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JP2007270423A (en
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義治 池口
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Asahi Kasei Homes Corp
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Description

本発明は基礎コンクリートの側面に板状の断熱材を取り付けた断熱基礎構造と、この断熱基礎構造を構成するための施工方法と、この断熱基礎構造を実施する際に用いて有利な係止部材とに関するものである。   The present invention relates to a heat insulating foundation structure in which a plate-like heat insulating material is attached to the side surface of the foundation concrete, a construction method for constructing the heat insulating foundation structure, and a locking member advantageous for use in carrying out the heat insulating foundation structure. It is about.

寒冷地に建築される建物では、基礎の断熱化をはかることが行われている。基礎断熱を実現する工法の一つとして後貼り工法がある。この工法は、基礎の型枠にコンクリートを打設して固化した後、型枠を撤去することによって構成された基礎コンクリートの側面に板状の断熱材を取り付けるものである。   In buildings built in cold regions, the foundation is insulated. There is a post-pasting method as one of the methods for realizing basic heat insulation. In this construction method, concrete is placed on a base formwork and solidified, and then a plate-like heat insulating material is attached to the side surface of the base concrete formed by removing the formwork.

基礎コンクリートの側面に板状の断熱材を取り付ける方法としては、接着によるのが一般的である。例えば、粉体状の無機系接着剤を用い、この接着剤を水等によって練り混ぜた後、コテ等によって接着面に均等に塗布し、更に、基礎コンクリートの側面に板状の断熱材を押し当ててこの状態を所定時間保持しておくことで充分に接着させるのが一般的である(例えば非特許文献1参照)。   As a method of attaching a plate-like heat insulating material to the side surface of the basic concrete, adhesion is generally used. For example, using a powdery inorganic adhesive, kneading this adhesive with water, etc., and then evenly applying it to the adhesive surface with a trowel, etc., and pressing a plate-like heat insulating material on the side of the foundation concrete It is general that the adhesive is sufficiently adhered by holding this state for a predetermined time (see, for example, Non-Patent Document 1).

インターネットURL:http://www.fukanoki.co.jp/images/pakkin.jpgInternet URL: http://www.fukanoki.co.jp/images/pakkin.jpg

基礎コンクリートの側面に板状の断熱材を接着する方法では、接着面に対して接着剤を塗布する作業は建築現場で行うこととなる。このため、作業を進める作業員の技量に応じたバラツキが生じる虞を排除し得ないという問題や、接着剤を現場で練り混ぜるような場合には、練り混ぜられた接着剤自体の性能にもバラツキが生じる虞を排除し得ないという問題がある。   In the method of bonding a plate-like heat insulating material to the side surface of the basic concrete, the work of applying an adhesive to the bonding surface is performed at a building site. For this reason, there is a problem that it may not be possible to eliminate the possibility of variation depending on the skill of the worker who works, and in the case where the adhesive is kneaded on site, the performance of the kneaded adhesive itself is also affected. There is a problem that it is impossible to eliminate the possibility of variations.

また、接着剤が硬化するまでの間、基礎コンクリートの周囲には、該基礎コンクリートに板状の断熱材を押し当てておくための構造体が設けられることとなり、他の作業の進行の妨げになるという問題や、板状の断熱材を基礎コンクリートの側面に押し当てるのに伴って、接着面の上端部分から接着剤がはみ出してしまうことがあり、この場合、はみ出した接着剤を拭き取る作業等の余分な作業が必要となる虞もある。   In addition, a structure for pressing a plate-shaped heat insulating material against the foundation concrete is provided around the foundation concrete until the adhesive is cured, which hinders the progress of other operations. In some cases, the adhesive may protrude from the upper end of the adhesive surface as the plate-shaped heat insulating material is pressed against the side of the foundation concrete. In this case, the adhesive may be wiped off. There is also a possibility that an extra work is required.

本発明の目的は、作業員の技量の如何に関わらず安定した性能を発揮することができ、且つ作業工程を円滑に進めることができる断熱基礎構造とこの断熱基礎構造を施工するための方法、及び断熱基礎構造に利用して有利な係止部材とを提供することにある。   The object of the present invention is to provide a heat insulating foundation structure capable of exhibiting stable performance regardless of the skill of the worker and smoothly proceeding the work process, and a method for constructing the heat insulating foundation structure, It is another object of the present invention to provide an advantageous locking member that is used in a heat insulating substructure.

上記課題を解決するために本発明に係る断熱基礎構造は、板状の断熱材を基礎コンクリートの側面に取り付けた基礎断熱構造であって、板状の断熱材を刺通する刺通部と刺通部に刺し通された板状の断熱材を係止する係止部を有する薄板状の係止部材を基礎コンクリートに埋設して刺通部を該基礎コンクリートの側面から水平方向に突出させておき、該刺通部に板状の断熱材を刺し通すと共に刺し通した板状の断熱材を基礎コンクリートに当接させて係止部によって固定することで、板状の断熱材を基礎コンクリートの側面に取り付けたものである。 In order to solve the above problems, a heat insulating basic structure according to the present invention is a basic heat insulating structure in which a plate-like heat insulating material is attached to a side surface of a foundation concrete, and includes a piercing portion and a piercing member for piercing the plate-like heat insulating material. A thin plate-like locking member having a locking portion for locking the plate-like heat insulating material pierced through the through portion is embedded in the foundation concrete, and the piercing portion is protruded horizontally from the side surface of the foundation concrete. The plate-like heat insulating material is pierced into the piercing portion and the pierced plate-like heat insulating material is brought into contact with the basic concrete and fixed by the locking portion, so that the plate-like heat insulating material is fixed to the basic concrete. It is attached to the side.

また本発明に係る基礎断熱の施工方法は、板状の断熱材を刺通する刺通部と該刺通部に刺し通された板状の断熱材を係止する係止部を有する係止部材を上下方向及び左右方向に連続させた型枠に於ける上下又は左右の型枠の間で水平方向に所定の間隔を持って配置して係止部を型枠から突出する方向に位置させ、前記型枠にコンクリートを打設して係止部材の一部を埋設させ、該コンクリートが固化した後型枠を撤去して係止部材の刺通部が水平方向に突出した基礎コンクリートを構成し、基礎コンクリートの側面に板状の断熱材を対向させると共に刺通部を刺し通して前記側面に押し付けた後、該板状の断熱材を係止部によって固定することを特徴とするものである   Moreover, the construction method of the basic heat insulation according to the present invention includes a piercing portion that pierces the plate-like heat insulating material and a locking portion that locks the plate-like heat insulating material pierced by the piercing portion. Place the locking part in the direction that protrudes from the mold with a predetermined spacing in the horizontal direction between the upper and lower or left and right molds in the mold that is continuous in the vertical and horizontal directions. The concrete is placed in the formwork to embed a part of the locking member, and after the concrete is solidified, the formwork is removed to form the basic concrete in which the piercing portion of the locking member protrudes in the horizontal direction. The plate-like heat insulating material is made to face the side surface of the foundation concrete, and the piercing portion is pierced and pressed against the side surface, and then the plate-like heat insulating material is fixed by the locking portion. is there

また本発明に係る第1の係止部材は、板状体からなり、少なくとも一方の端部側に先端に向けて板状の断熱材の厚さに対応した刺通部が構成され、該刺通部の先端部分に連続して長手方向に対して直交方向に形成された屈折線を有する係止部が構成されているものである。   Further, the first locking member according to the present invention is formed of a plate-like body, and a piercing portion corresponding to the thickness of the plate-like heat insulating material is formed toward the tip on at least one end side. A locking portion having a refracting line formed in a direction orthogonal to the longitudinal direction is formed continuously from the leading end portion of the passage portion.

また第2の係止部材は、上下方向に連続して配置されるとともに対向して配置される型枠の繋ぎ目に配置され対向する型枠間の離隔寸法を定める機能と基礎コンクリートの側面に板状の断熱材を取り付ける機能とを有する係止部材であって、長辺と短辺からなる板状体からなり、前記板状体の長辺の一方側には下側に対向して配置される一対の型枠の上側フランジを所定の間隔で挟むよう下向きに折り返された4つの下向き折返片が、前記板状体の長辺の他方側には上側に対向して配置される一対の型枠の下側フランジを前記下向き折返片と同一間隔で挟むように上向きに折り返された4つの上向き折返片が、夫々形成され、前記板状体の短辺の少なくとも一方の側に、断熱材の厚さに対応した長さを有する刺通部及び該刺通部に連続し前記断熱材に刺通し前記断熱材を前記基礎コンクリート側面に当接させた後に屈折されて断熱材を係止する為の係止部を形成するために、少なくとも型枠の外側に位置する前記折返片を切除するための切除線が形成されると共に、前記刺通部と前記係止部との境界に前記係止部の屈折の基点となる屈折線が形成されているものである。 In addition, the second locking member is arranged continuously in the vertical direction and is arranged at the joint of the molds arranged to face each other. A locking member having a function of attaching a plate-like heat insulating material, comprising a plate-like body having a long side and a short side, and arranged on one side of the long side of the plate-like body so as to face the lower side Four downward folding pieces folded downward so as to sandwich the upper flanges of the pair of molds at a predetermined interval are disposed on the other side of the long side of the plate-like body so as to face the upper side. Four upward folded pieces folded upward so as to sandwich the lower flange of the mold frame at the same interval as the downward folded pieces are formed, and a heat insulating material is provided on at least one side of the short side of the plate-like body. A piercing portion having a length corresponding to the thickness of the piercing portion, In order to form a locking portion for piercing the heat material and bringing the heat insulating material into contact with the side of the foundation concrete and being refracted to lock the heat insulating material, at least the folded piece positioned outside the mold A resection line for resection is formed, and a refraction line serving as a refraction base point of the engagement portion is formed at the boundary between the piercing portion and the engagement portion .

本発明に係る断熱基礎構造では、基礎コンクリートに埋設された係止部材の刺通部が基礎コンクリートの側面から水平方向に突出しているため、この刺通部に板状の断熱材(以下単に「断熱板」という)を刺し通して基礎コンクリートの側面に当接させて係止部によって係止することで、断熱板を基礎コンクリートの側面に取り付けることができる。   In the heat insulation foundation structure according to the present invention, since the piercing portion of the locking member embedded in the foundation concrete protrudes in the horizontal direction from the side surface of the foundation concrete, a plate-like heat insulating material (hereinafter simply referred to as “ The heat insulating plate can be attached to the side surface of the basic concrete by piercing the side surface of the basic concrete and bringing it into contact with the side surface of the basic concrete and locking it with the locking portion.

このように、断熱板を基礎コンクリートの側面に取り付ける際に断熱板を係止部材の刺通部に刺し通して係止部によって取り付けるので、作業員の技量の如何に関わらず、長期的に安定した取付状態を維持することができる。このため、安定した断熱性能を発揮することができる。   In this way, when the heat insulating plate is attached to the side of the foundation concrete, the heat insulating plate is inserted into the piercing portion of the locking member and attached by the locking portion, so that it is stable for a long time regardless of the skill of the worker. The attached state can be maintained. For this reason, the stable heat insulation performance can be exhibited.

特に、接着剤を用いるものではないので、接着剤が硬化する間断熱板を基礎コンクリートの側面に押し当てて保持しておく必要がない。このため、断熱板を基礎コンクリートの側面に取り付ける作業が終了すると同時に、次の作業工程に進行することができ、一連の作業を遅滞なく進めることができる。   In particular, since an adhesive is not used, it is not necessary to hold the heat insulating plate against the side surface of the foundation concrete while the adhesive is cured. For this reason, the operation | work which attaches a heat insulating board to the side surface of a foundation concrete is complete | finished, At the same time, it can progress to the following work process and can progress a series of work without delay.

また本発明に係る施工方法は、上下方向、左右方向に連続させた型枠の間に係止部材を配置して該型枠から刺通部の一部と係止部を突出させておき、この型枠に打設したコンクリートが固化した後、型枠を撤去することで、基礎コンクリートの側面から係止部及び刺通部を突出させておくことができる。そして固化した基礎コンクリートの側面から突出した刺通部に断熱板を刺し通して基礎コンクリートの側面に押し付けた後、この断熱板を係止部によって固定することで、断熱板を基礎コンクリートの側面に取り付けることができる。   In the construction method according to the present invention, the locking member is disposed between the molds that are continuous in the vertical direction and the horizontal direction, and a part of the piercing part and the locking part protrude from the mold, After the concrete placed in the mold is solidified, the locking part and the piercing part can be protruded from the side surface of the foundation concrete by removing the mold. And after inserting a heat insulating plate into the piercing part protruding from the side of the solidified foundation concrete and pressing it against the side of the foundation concrete, the insulation board is fixed to the side of the foundation concrete by fixing it with a locking part. Can be attached.

また本発明に係る第1の係止部材では、板状体の一方側の端部に断熱板の厚さに対応した刺通部が形成されるので、この刺通部に断熱板を刺し通したとき、刺し通された断熱板は一方の面が基礎コンクリートの側面に当接する。そして、刺通部の先端側に形成された屈折線を利用して係止部を屈折させることで、該係止部が断熱板の基礎コンクリートの反対側の面を係止することができ、これにより、断熱板を基礎コンクリートに取り付けることができる。   Further, in the first locking member according to the present invention, since the piercing portion corresponding to the thickness of the heat insulating plate is formed at one end of the plate-like body, the heat insulating plate is pierced through the piercing portion. When this is done, one side of the pierced insulation board comes into contact with the side of the foundation concrete. And by refracting the locking part using the refractive line formed on the tip side of the piercing part, the locking part can lock the opposite surface of the foundation concrete of the heat insulating plate, Thereby, a heat insulation board can be attached to foundation concrete.

また本発明に係る第2の係止部材では、所定の幅を持った板状体の幅方向の一方側に上下又は左右に隣接し且つ該板状体の一方の面側に配置された一対の型枠を厚さ方向に挟んで幅決めする折返片が、幅方向の他方側に該板状体の他方の面側に配置された一対の型枠を厚さ方向に挟んで幅決めする折返片が、夫々形成されているので、上下方向、左右方向に連続させた型枠どうしの間に配置したとき、折返片によって、係止部材の板厚に対して上面側又は下面側に配置されている型枠であって対向して配置された一対の型枠を挟み込むことで、これらの型枠を幅決めすることができる。このため、複数の型枠を連続して配置することが容易となる。   Further, in the second locking member according to the present invention, a pair of plate-like bodies having a predetermined width is disposed on one side of the plate-like body in the width direction and adjacent to the upper and lower sides or the right and left sides and on one surface side of the plate-like body. The folding piece that determines the width by sandwiching the mold in the thickness direction determines the width by sandwiching a pair of molds arranged on the other surface side of the plate-like body on the other side in the thickness direction. Since the folded pieces are formed respectively, they are arranged on the upper surface side or the lower surface side with respect to the plate thickness of the locking member depending on the folded pieces when arranged between the molds that are continuous in the vertical direction and the horizontal direction. By sandwiching a pair of molds that are arranged opposite to each other, the widths of these molds can be determined. For this reason, it becomes easy to arrange a plurality of molds continuously.

また、板状体の長手方向の少なくとも一方側に、該板状体を断熱板の厚さに対応した刺通部と係止部を形成するために切除する切取線が形成され、更に、刺通部と係止部との境界に屈折線が形成されているので、打設されたコンクリートが固化して型枠を撤去したとき、刺通部と係止部とが基礎コンクリートの側面から水平方向に突出する。そして、板状体に形成された切取線に沿って該板状体を切除することで、先端に向けて先細状に形成された刺通部と、この刺通部に連続した係止部を形成することができる。   Further, a cutting line is formed on at least one side in the longitudinal direction of the plate-like body so as to cut the plate-like body to form a piercing portion and a locking portion corresponding to the thickness of the heat insulating plate. Since the refracted line is formed at the boundary between the part and the locking part, when the placed concrete is solidified and the formwork is removed, the piercing part and the locking part are horizontal from the side of the foundation concrete. Protrusively. Then, by cutting the plate-like body along the cut line formed in the plate-like body, a piercing portion formed in a tapered shape toward the tip and a locking portion continuous to the piercing portion are formed. can do.

従って、本発明の第2の係止部材では、型枠の幅決め機能と、基礎コンクリートの側面に断熱板を取り付けて係止する機能とを合わせ持つことができる。このため、断熱基礎を構成する際の作業を合理的に進めることができる。   Therefore, the second locking member of the present invention can have both the function of determining the width of the mold and the function of attaching and locking the heat insulating plate on the side surface of the foundation concrete. For this reason, the operation | work at the time of comprising a heat insulation foundation can be advanced reasonably.

以下、本発明に係る断熱基礎構造と施工方法、及び係止部材の好ましい実施形態について説明する。本発明に係る断熱基礎構造は、板状の断熱材を基礎コンクリートの側面に取り付ける際に、接着剤を用いることのない乾式工法を実現したものであり、基礎コンクリートの側面から水平方向に突出させた係止部材の刺通部に断熱板を刺し通して係止部で係止することで断熱板を基礎コンクリートの側面に取り付けている。   Hereinafter, preferred embodiments of the heat insulating basic structure, the construction method, and the locking member according to the present invention will be described. The heat insulation foundation structure according to the present invention realizes a dry construction method that does not use an adhesive when a plate-like heat insulating material is attached to the side surface of the foundation concrete, and protrudes horizontally from the side surface of the foundation concrete. The heat insulating plate is attached to the side surface of the foundation concrete by inserting the heat insulating plate through the piercing portion of the engaging member and engaging with the engaging portion.

上記の如く、断熱板を基礎コンクリートの側面に係止部を利用して機械的に係止することによって、作業員の技量の如何に関わらず、断熱板の基礎コンクリートの側面に対する取付性能を安定させることが可能となり、長期間にわたって安定した断熱性能を発揮することが可能となる。   As mentioned above, the heat insulating plate is mechanically locked to the side of the foundation concrete using the locking part, so that the performance of mounting the heat insulating plate on the side of the basic concrete can be stabilized regardless of the skill of the worker. It becomes possible to exhibit stable heat insulation performance over a long period of time.

本発明に於いて、断熱板は板状の断熱材であれば特に材料を限定するものではなく、フェノール樹脂発泡体からなる断熱板や、ポリスチレンやポリエチレン等の発泡プラスチック系断熱板等の断熱板を利用することが可能である。   In the present invention, the heat insulating plate is not particularly limited as long as it is a plate-like heat insulating material, such as a heat insulating plate made of a phenol resin foam, or a heat insulating plate such as a foamed plastic heat insulating plate such as polystyrene or polyethylene. Can be used.

本発明の係止部材は、基礎コンクリートに固定され、該基礎コンクリートの側面から水平方向に先端部分に係止部を設けた刺通部を突出させており、この刺通部に断熱板を刺し通して係止部を利用して取り付けるものである。このため、刺通部は断熱板の厚さと略等しい寸法を持って形成されており、係止部は刺通部に刺し通された断熱板を基礎コンクリートの側面に当接させた状態を保持するのに充分な構造を持って形成されている。   The locking member of the present invention is fixed to the foundation concrete, and protrudes a piercing portion provided with a locking portion at the tip portion in the horizontal direction from the side surface of the foundation concrete, and a heat insulating plate is inserted into the piercing portion. It attaches using a latching part through. For this reason, the piercing part is formed with a dimension substantially equal to the thickness of the heat insulating plate, and the locking part keeps the heat insulating plate pierced by the piercing part in contact with the side surface of the foundation concrete. It is formed with a structure sufficient to do this.

従って、係止部材としては、上記機能を満足し得る形状と強度を有するものであれば良く、形状や構造、寸法等を特に限定するものではない。このような係止部材を構成する素材としては、薄板や細い棒があり、何れも好ましく利用することが可能である。   Accordingly, the locking member is not particularly limited as long as it has a shape and strength that can satisfy the above functions. As a material constituting such a locking member, there are a thin plate and a thin rod, and any of them can be preferably used.

係止部材を薄板によって構成する場合、刺通部は断熱板を刺し通し易くするために先細状であることが好ましい。また係止部は先細状の先端部分を略直角に折り曲げて断熱板の表面に当接させるように構成することが好ましい。刺通部と係止部をこのように形成することによって、基礎コンクリートの側面に対向させた断熱板を該基礎コンクリートに向けて接近させる過程で刺通部に刺し通すことが可能であり、基礎コンクリートの側面に当接させた断熱板の外側の表面に折り曲げた係止部を当接させることで係止することが可能となる。   When the locking member is formed of a thin plate, it is preferable that the piercing portion has a tapered shape so that the heat insulating plate can be easily pierced. Further, it is preferable that the locking portion is configured such that the tapered tip end portion is bent at a substantially right angle and brought into contact with the surface of the heat insulating plate. By forming the piercing part and the locking part in this way, it is possible to pierce the piercing part in the process of approaching the heat insulating plate facing the side surface of the foundation concrete toward the foundation concrete. It can be locked by bringing a bent locking portion into contact with the outer surface of the heat insulating plate in contact with the side surface of the concrete.

また係止部材を細い棒によって構成する場合、細い棒そのものを刺通部として利用し、該細い棒の先端部分に形成したねじと該ねじ部に締結する止めネジとによって係止部とすることが好ましい。このような刺通部と係止部とを構成することによって、基礎コンクリートの側面に対向させた断熱板を該基礎コンクリートに向けて接近させる過程で刺通部に刺し通すことが可能であり、基礎コンクリートの側面に当接させた断熱板の外側の表面に係止部に締結した止めねじを当接させることで係止することが可能となる。   When the locking member is formed of a thin rod, the thin rod itself is used as a piercing portion, and the locking portion is formed by a screw formed at the tip of the thin rod and a set screw fastened to the screw portion. Is preferred. By configuring such a piercing portion and a locking portion, it is possible to pierce the piercing portion in the process of approaching the heat insulating plate facing the side surface of the basic concrete toward the basic concrete, It can be locked by bringing a set screw fastened to the locking portion into contact with the outer surface of the heat insulating plate brought into contact with the side surface of the foundation concrete.

係止部材は断熱板を基礎コンクリートの側面に当接させた状態を長期間保持することが必要である。このため、係止部材を構成する材料は長期間にわたり、腐食が発生したり強度が低下することのないものであることが好ましい。このような材料としては、ステンレス鋼、特にオーステナイト系ステンレス鋼がある。   It is necessary for the locking member to maintain the state in which the heat insulating plate is in contact with the side surface of the foundation concrete for a long time. For this reason, it is preferable that the material which comprises a locking member is a thing which does not generate | occur | produce corrosion or a intensity | strength fall over a long period of time. Such materials include stainless steel, especially austenitic stainless steel.

係止部材は基礎コンクリートの側面から刺通部、係止部を水平方向に突出させる。係止部材が刺通部、係止部を水平方向に突出させた姿勢を維持するためには、該係止部材が基礎コンクリートに固定されていることが好ましい。係止部材の基礎コンクリートに対する固定構造は特に限定するものではないが、作業の容易さや長期間にわたる固定状態の維持等から、係止部材の一部が基礎コンクリートに埋設されることが好ましい。   The locking member projects the piercing part and the locking part in the horizontal direction from the side surface of the foundation concrete. In order to maintain the posture in which the locking member projects the piercing portion and the locking portion in the horizontal direction, the locking member is preferably fixed to the foundation concrete. The fixing structure of the locking member with respect to the foundation concrete is not particularly limited, but it is preferable that a part of the locking member is embedded in the foundation concrete from the viewpoint of ease of work, maintenance of a fixed state over a long period of time, and the like.

係止部材を基礎コンクリートに埋設して刺通部、係止部を基礎コンクリートから突出させるためには、係止部材を隣接する型枠の間に配置するか、型枠を貫通させて刺通部、係止部を突出させることが必要となる。このため、鋼製型枠を利用して基礎を構築する場合には薄板を利用した係止部材を利用することが好ましい。また、木製型枠を利用して基礎を構築する場合にはた細い棒を利用した係止部材を利用することが可能である。   In order to embed the locking member in the foundation concrete and allow the locking part to protrude from the foundation concrete, the locking member is placed between adjacent molds or penetrated through the molds. It is necessary to project the part and the locking part. For this reason, when constructing a foundation using a steel mold, it is preferable to use a locking member using a thin plate. Moreover, when constructing a foundation using a wooden formwork, it is possible to use a locking member using a thin stick.

上記の如くして係止部材の一部を基礎コンクリートに埋設する場合、該係止部材に対向して配置された一対の型枠の幅決め機能を持たせることが好ましい。例えば、係止部材が薄板によって構成されたものである場合、薄板の幅方向の一方側に該薄板の一方の面側(例えば表面側)に折り返した例えば4つの折返片を設け、中央に位置する2つの折返片の外側の端縁間の寸法を型枠の内側の面の寸法とし、中央に位置する2つの折返片の外側の端縁と両外側に位置する折返片の内側の端縁との間の寸法を型枠のフランジ寸法とすることで、4つの折返片によって対向して配置された一対の型枠を挟むことで、該型枠の幅決めを行うことが可能である。係止部材の幅方向の他方側に前記と同様にして、該薄板の他方の面側に折り返した4つの折返片を形成することで、他方側の面に配置された一対の型枠の幅決めを行うことが可能である。従って、係止部材を挟んで隣接した型枠を夫々幅決めを行うことが可能となる。   When a part of the locking member is embedded in the foundation concrete as described above, it is preferable to have a function of determining the width of the pair of molds arranged to face the locking member. For example, when the locking member is constituted by a thin plate, for example, four folding pieces folded back to one surface side (for example, the front surface side) of the thin plate are provided on one side in the width direction of the thin plate, and are positioned at the center. The dimension between the outer edges of the two folded pieces is the dimension of the inner surface of the mold, and the outer edges of the two folded pieces located in the center and the inner edges of the folded pieces located on both sides By setting the dimension between the two to be the flange dimension of the mold, it is possible to determine the width of the mold by sandwiching a pair of molds opposed to each other by the four folded pieces. In the same manner as described above, four folded pieces folded back on the other surface side of the thin plate are formed on the other side in the width direction of the locking member, so that the width of the pair of molds arranged on the other side surface It is possible to make a decision. Accordingly, it is possible to determine the widths of the adjacent molds with the locking member interposed therebetween.

薄板によって構成された係止部材では、外側に配置された折返片の位置は刺通部の位置と同じになる。また折返片を含めて刺通部とした場合、基礎コンクリートに取り付けた断熱板にはZ字状の刺通痕が形成されることとなり、断熱板の強度が低下したり、係止部材を構成する素材による熱橋が大きくなるという虞が生じる。   In the locking member formed of a thin plate, the position of the folded piece arranged on the outside is the same as the position of the piercing portion. In addition, when the piercing part including the folded piece is used, a Z-shaped piercing mark is formed on the heat insulating plate attached to the foundation concrete, and the strength of the heat insulating plate is reduced or the locking member is configured. There is a concern that the thermal bridge due to the material to be enlarged becomes large.

このため、型枠に打設されたコンクリートが固化し、該型枠を撤去した後、基礎コンクリートから突出している折返片を切除して、断熱板を刺し通し易く、且つ断熱板に形成される刺通痕を可及的に小さくし、更に、断熱板の基礎コンクリートの側面に対する当接を長期間維持するのに充分な係止部を形成することが好ましい。このように、係止部材の材料を切除するための準備手段としては、切除すべき線に沿って形成された切欠線があり、予めこのような切欠線を形成しておくことで、型枠を撤去した後、断熱板の取り付けに先立って係止部材を容易に加工することが可能となる。   For this reason, the concrete placed on the mold is solidified, and after the mold is removed, the folded piece protruding from the basic concrete is cut out so that the heat insulating plate can be easily pierced and formed on the heat insulating plate. It is preferable to form a latching portion that is as small as possible for piercing marks and that is sufficient to maintain the contact of the heat insulating plate with the side surface of the basic concrete for a long period of time. Thus, as a preparation means for cutting out the material of the locking member, there is a cut line formed along the line to be cut, and by forming such a cut line in advance, the formwork After removing, the locking member can be easily processed prior to attaching the heat insulating plate.

また係止部材が細い棒で構成されている場合、この細い棒にねじを形成すると共にナット、座金等を取り付けておき、対向して配置された一対の型枠に貫通させて座金を型枠の内面に当接させ、この状態で、型枠の外側から座金、ナットを取り付けて締結することで一対の型枠の幅決めを行うことが可能である。   In addition, when the locking member is composed of a thin rod, a screw is formed on the thin rod and a nut, a washer, etc. are attached, and the washer is passed through a pair of opposing molds. In this state, the width of the pair of molds can be determined by attaching and fastening a washer and a nut from the outside of the molds.

先ず、本発明に係る断熱基礎構造の説明に先立って、係止部材の好ましい実施例について図を用いて説明する。図1は本実施例に係る係止部材の構成を説明する要部平面図である。図2は図1の側面図と正面図である。   First, prior to the description of the heat insulating basic structure according to the present invention, a preferred embodiment of the locking member will be described with reference to the drawings. FIG. 1 is a plan view of a main part for explaining the structure of a locking member according to the present embodiment. 2 is a side view and a front view of FIG.

図に示す係止部材Aは上下方向に連続して配置された鋼製の型枠の間に配置され、係止部材Aを挟んで両面に且つ夫々の面で対向して配置された型枠を幅決めする機能と、基礎コンクリートの側面に断熱板を取り付ける際に該断熱板を刺し通す機能と、基礎コンクリートの側面に当接した断熱板を係止する機能と、を有して構成されている。 The locking member A shown in FIG disposed between the upper and lower side are arranged in succession in direction a steel mold, the mold which is arranged opposite and in terms of each on both sides sandwiching the engagement member A It has a function to determine the width of the frame, a function to pierce the heat insulating plate when attaching the heat insulating plate to the side surface of the foundation concrete, and a function to lock the heat insulating plate in contact with the side surface of the foundation concrete. Has been.

係止部材Aは、薄いステンレス鋼板を材料として構成されており、幅方向両側に長手方向の中心1を中心として対称位置に設けた4つの折返片2a〜2d及び2e〜2hを有する幅決め部2と、長手方向の少なくとも一方の端部側に配置された刺通部3と、刺通部3の先端側に連続して設けられた係止部4と、を有して構成されている。   The locking member A is made of a thin stainless steel plate as a material, and has a width determining portion having four folded pieces 2a to 2d and 2e to 2h provided at symmetrical positions around the center 1 in the longitudinal direction on both sides in the width direction. 2, a piercing portion 3 disposed on at least one end side in the longitudinal direction, and a locking portion 4 provided continuously on the distal end side of the piercing portion 3. .

本実施例では係止部材Aの長手方向の両端側に夫々刺通部3、係止部4が形成されているが、これらは同じ形状に形成されているため、図1、2に於ける中心1の右側に形成された刺通部3、係止部4の構成について説明する。   In this embodiment, the piercing portion 3 and the locking portion 4 are formed on both ends in the longitudinal direction of the locking member A, respectively, but these are formed in the same shape, so that in FIGS. The structure of the piercing part 3 and the latching | locking part 4 formed in the right side of the center 1 is demonstrated.

幅決め部2は、折返片2aと2b、2cと2d、2eと2f、2gと2hの間に夫々図2に二点鎖線で示す鋼製型枠20を挟んで位置決めする機能を有するものである。このため、折返片2a〜2dは係止部材Aの一方側の表面(表面5a)側に折り返されており、折返片2e〜2hは係止部材Aの他方側の表面(裏面5b)側に折り返されている。   The width determining portion 2 has a function of positioning by positioning a steel mold frame 20 indicated by a two-dot chain line in FIG. 2 between the folded pieces 2a and 2b, 2c and 2d, 2e and 2f, 2g and 2h, respectively. is there. Therefore, the folded pieces 2a to 2d are folded back to the one surface (surface 5a) side of the locking member A, and the folded pieces 2e to 2h are placed to the other surface (back surface 5b) side of the locking member A. Wrapped.

各折返片2a〜2hに於いて、折返片2aと2b、2cと2d、2eと2f、2gと2hの間の寸法は鋼製型枠20のフランジ20aを挟むために該フランジ20aの幅寸法に略等しいか大きい寸法を有している。また折返片2bと2cの外側縁の寸法、及び折返片2fと2gの外側縁の寸法は対向して配置された型枠の離隔寸法(基礎コンクリートの幅寸法)と等しい寸法を有している。   In each of the folded pieces 2a to 2h, the dimension between the folded pieces 2a and 2b, 2c and 2d, 2e and 2f, 2g and 2h is the width dimension of the flange 20a to sandwich the flange 20a of the steel mold 20 Have dimensions approximately equal to or greater than The dimensions of the outer edges of the folded pieces 2b and 2c and the dimensions of the outer edges of the folded pieces 2f and 2g are equal to the separation dimension (width dimension of the foundation concrete) of the molds arranged to face each other. .

上記の如く構成された幅決め部2では、例えば対向して配置されている鋼製型枠20のフランジ20aに裏面5bを当接させると共に横断させ、この過程で裏面5b側に折り返された折返片2e〜2hによって対向させた一対の鋼製型枠20のフランジ20aを挟み込むことで、これらの鋼製型枠20を幅決めすることが可能である。このとき、表面5a側に折り返された折返片2a〜2dは上方に起立することになる。 The width determining unit 2 configured as described above, is traversed is brought into contact with the rear surface 5b on the flange 20a of the steel mold 20 which is arranged in pairs toward For example, folded on the back 5b side in this process By sandwiching the flanges 20a of the pair of steel molds 20 opposed by the folded pieces 2e to 2h, the widths of these steel molds 20 can be determined. At this time, the folded pieces 2a to 2d folded back to the surface 5a side stand up.

次いで、既に設置されている鋼製型枠20の上方に起立している折返片2a〜2dの間に新たな鋼製型枠20を配置すると共に左右に連続させることで、新たに設置した鋼製型枠20の幅決めを行うことが可能である。   Next, the newly installed steel is formed by arranging a new steel mold 20 between the folded pieces 2a to 2d standing above the already-installed steel mold 20, and continuing from side to side. It is possible to determine the width of the mold frame 20.

折返片2b、2fの外側の端縁を結んで、及び折返片2c、2hの外側の端縁を結んで且つ係止部材Aを横断して夫々切除線6が形成されている。この切除線6は、鋼製型枠20に打設されたコンクリートが固化して型枠を撤去したとき、折返片2a、2d、2e、2hが基礎コンクリートから水平方向に突出するため、不要となる部分(本実施例の場合、断熱板を取り付ける側面とは反対側の側面に突出した部分)を切除するためのものである。   Cut lines 6 are formed respectively connecting the outer edges of the folded pieces 2b and 2f and connecting the outer edges of the folded pieces 2c and 2h and across the locking member A. This cut line 6 is unnecessary because the concrete placed on the steel mold 20 is solidified and the mold is removed, and the folded pieces 2a, 2d, 2e, 2h protrude in the horizontal direction from the foundation concrete. This is for cutting out a portion (in the case of the present embodiment, a portion protruding on the side surface opposite to the side surface to which the heat insulating plate is attached).

刺通部3は、基礎コンクリートの側面に取り付けるべき断熱板の厚さに対応した長さを有しており、該刺通部3の基点は基礎コンクリートの側面に対応する位置となる。本実施例では、係止部材Aを横断して形成された切除線6が刺通部3の基点となり、該切除線6から断熱板の厚さtに対応した位置に設けた係止部4との境界を構成する屈折線7までが刺通部3としての機能を有する。   The piercing part 3 has a length corresponding to the thickness of the heat insulating plate to be attached to the side surface of the foundation concrete, and the base point of the piercing part 3 is a position corresponding to the side surface of the foundation concrete. In the present embodiment, the cut line 6 formed across the locking member A serves as the base point of the piercing portion 3, and the locking portion 4 provided at a position corresponding to the thickness t of the heat insulating plate from the cut line 6. Up to the refracting line 7 that constitutes the boundary with the pierced portion 3 functions.

また係止部材Aに於ける屈折線7の先端側には係止部4が形成されている。この係止部4は、屈折線7を基点として係止部材Aの先端部分を屈折させて断熱板の表面を係止するように構成されている。このため、係止部材Aの長手方向の端部から屈折線7を通過してスリット8が形成されており、該スリット8によって係止部材Aには二つの係止片4aが形成されている。   Further, a locking portion 4 is formed on the distal end side of the refractive line 7 in the locking member A. The locking portion 4 is configured to lock the surface of the heat insulating plate by refracting the distal end portion of the locking member A with the refraction line 7 as a base point. For this reason, the slit 8 is formed through the refractive line 7 from the longitudinal end of the locking member A, and the two locking pieces 4a are formed in the locking member A by the slit 8. .

係止片4aの長さ(屈折線7から係止部材Aの端部までの長さ)は特に限定するものではなく、屈折線7を基点として係止片4aを屈折させたとき、該係止片4aが断熱板の表面を安定した状態で係止し得る長さであれば良い。   The length of the locking piece 4a (the length from the refraction line 7 to the end of the locking member A) is not particularly limited, and when the locking piece 4a is refracted with the refraction line 7 as a base point, The stop piece 4a should just be the length which can latch the surface of a heat insulation board in the stable state.

本実施例に於いて、型枠のフランジの幅寸法よりも断熱板の厚さtの方が大きい寸法を有しており、係止部材Aに於ける刺通部3に対応する部分には折返片2d、2hが存在する。このため、刺通部3の断面形状はZ字状となり、断熱板を刺し通すことは可能であるものの、前述したように断熱板に対する刺通痕が大きくなり熱橋が大きくなる虞が生じる。   In the present embodiment, the thickness t of the heat insulating plate is larger than the width dimension of the flange of the mold, and the portion corresponding to the piercing portion 3 in the locking member A is There are folded pieces 2d, 2h. For this reason, although the cross-sectional shape of the piercing part 3 becomes Z-shape and it is possible to pierce the heat insulating plate, there is a possibility that the piercing trace to the heat insulating plate becomes large and the thermal bridge becomes large as described above.

従って、係止部材Aには、折返片2dの折返片2c側の端縁を基点として長手方向の端部に向けて切除線9aが形成され、折返片2hの折返片2g側の端縁を基点として長手方向の端部に向けて切除線9bが形成されている。切除線9a、9bは係止部材Aの端部に向けて互いに接近する方向に斜めに形成されており、これらの切除線9a、9bによって、係止部材Aに先細状の刺通部3が形成されると共に該刺通部3に連続して係止部4が形成される。   Accordingly, a cut line 9a is formed in the locking member A from the end of the folded piece 2d on the side of the folded piece 2c toward the end in the longitudinal direction, and the end of the folded piece 2h on the side of the folded piece 2g is formed. A cut line 9b is formed toward the end in the longitudinal direction as a base point. The cut lines 9a and 9b are formed obliquely in a direction approaching each other toward the end of the locking member A, and the tapered piercing portion 3 is formed on the locking member A by the cut lines 9a and 9b. The locking portion 4 is formed continuously with the piercing portion 3.

上記した切除線6、9a、9bは、係止部材Aの素材に対して所定の間隔と長さを持って形成された複数のV溝によって構成されており、外部から係止部材Aを表面5a、裏面5bの方向に折れ曲がるように交互に力を掛けることで破断させて切除し得るように構成されている。しかし、切除線6、9a、9bの形状はこの例に限定すべきものではなく、例えばレーザ切断等の手段を利用して厚さ方向に貫通させた切断溝によって、或いは前記切断溝と肉厚を薄くさせたV溝とを交互に形成して、構成することが可能であり、何れの形状にするかは加工手段等を考慮して適宜選択することが好ましい。   The above cut lines 6, 9a, 9b are constituted by a plurality of V-grooves formed with a predetermined interval and length with respect to the material of the locking member A, and the locking member A is exposed to the surface from the outside. 5a and back surface 5b are configured to be broken and excised by alternately applying force so as to bend in the direction of back surface 5b. However, the shape of the ablation lines 6, 9a, 9b should not be limited to this example. For example, the cutting grooves and the thickness of the cutting grooves may be formed by cutting grooves that are penetrated in the thickness direction using means such as laser cutting. Thin V-grooves can be alternately formed and configured, and it is preferable to select an appropriate shape in consideration of processing means and the like.

尚、図に於いて、10は厚さ方向に貫通して形成されたくさび穴であり、コンクリートを打設したときに型枠が外側に膨れるのを防ぐためにくさびを差し込むための穴である。   In the figure, reference numeral 10 denotes a wedge hole formed penetrating in the thickness direction, and is a hole for inserting a wedge in order to prevent the formwork from expanding outward when concrete is placed.

また、係止部材Aの幅方向の寸法は特に限定するものではないが、型枠間にコンクリートを打設する際に必要な、打設作業やバイブレータによる脱泡作業の邪魔になることがないような寸法であることが好ましい。   Moreover, although the dimension of the width direction of the locking member A is not specifically limited, it does not obstruct the placing work and the defoaming work by the vibrator necessary when placing concrete between the molds. Such dimensions are preferred.

次に、上記の如く構成された係止部材Aを利用した断熱基礎構造と、この断熱基礎構造を施工する方法について図を用いて説明する。図3は型枠のフランジに係止部材Aを取り付けて幅決めを行っている状態を説明する図である。図4は上下方向に連続して配置された型枠の間に係止部材Aを配置した状態を説明する図である。図5は基礎コンクリートの側面から突出した係止部材Aに断熱板を取り付けると共に係止する手順を模式的に説明する図である。図6は断熱基礎構造を説明する模式図である。   Next, a heat insulating basic structure using the locking member A configured as described above and a method for constructing the heat insulating basic structure will be described with reference to the drawings. FIG. 3 is a view for explaining a state in which the locking member A is attached to the flange of the mold and the width is determined. FIG. 4 is a diagram for explaining a state in which the locking member A is arranged between the molds continuously arranged in the vertical direction. FIG. 5 is a diagram schematically illustrating a procedure for attaching and locking the heat insulating plate to the locking member A protruding from the side surface of the foundation concrete. FIG. 6 is a schematic diagram for explaining a heat insulating basic structure.

図5に示すように、係止部材Aは基礎コンクリートBに埋設されて刺通部3、係止部4が水平方向に突出する。このため、基礎コンクリートBを構成するための型枠Cは、上下方向及び左右方向に複数の鋼製型枠20を連続させて構成されている。そして、係止部材Aは、上下方向に隣接した鋼製型枠20の間に配置され、これらの隣接した鋼製型枠20の幅決めを行うと共に、該鋼製型枠20から係止部4を突出させている。 As shown in FIG. 5, the locking member A is embedded in the foundation concrete B, and the piercing part 3 and the locking part 4 protrude in the horizontal direction. For this reason, the formwork C for constituting the foundation concrete B is constituted by a plurality of steel formwork 20 being continuous in the vertical direction and the left-right direction. And the locking member A is arrange | positioned between the steel mold frames 20 adjacent to the up-down direction, determines the width | variety of these adjacent steel mold frames 20, and is a locking part from this steel mold frame 20 4 is projected.

特に、上下方向に隣接した鋼製型枠20の間に係止部材Aを配置したとき、係止部材Aは表面5aが上向きになって鋼製型枠20のフランジ20aから少なくとも係止部4が水平方向に突出する。 In particular, when the locking member A is disposed between the steel molds 20 adjacent in the vertical direction, the locking member A has at least the locking part 4 from the flange 20a of the steel mold 20 with the surface 5a facing upward. is that out butt in the horizontal direction.

本実施例では、係止部材Aの表面5aが上向きになるように、上下方向に隣接した鋼製型枠20の間に係止部材Aを配置してこれらの鋼製型枠20の幅決めを行っている。   In this embodiment, the locking members A are arranged between the steel molds 20 adjacent in the vertical direction so that the surface 5a of the locking members A faces upward, and the widths of these steel molds 20 are determined. It is carried out.

図2に示すように、下側に対向して配置された一対の鋼製型枠20のフランジ20aに跨がって係止部材Aが配置されている。このとき、係止部材Aの幅方向に形成された折返片2e、2fによって一方の鋼製型枠20のフランジ20aが挟まれ、折返片2g、2hによって他方の鋼製型枠20のフランジ20aが挟まれる。これにより、下側に配置された鋼製型枠10の幅決めを行うことが可能である。   As shown in FIG. 2, the locking member A is disposed across the flanges 20 a of the pair of steel molds 20 disposed to face the lower side. At this time, the flange 20a of one steel mold 20 is sandwiched by the folded pieces 2e, 2f formed in the width direction of the locking member A, and the flange 20a of the other steel mold 20 is sandwiched by the folded pieces 2g, 2h. Is sandwiched. Thereby, it is possible to determine the width of the steel mold 10 disposed on the lower side.

鋼製型枠20に対して配置する係止部材Aのピッチや数は特に限定するものではないが、基礎コンクリートBに取り付けるべき断熱板Dに対応させることが好ましい。例えば、断熱板Dの長さが約1200mmである場合には3個所〜4個所であることが好ましく、約600mmである場合には2個所で良く、更に約300mmの場合には1個所で良い。   Although the pitch and the number of the locking members A arranged with respect to the steel mold 20 are not particularly limited, it is preferable to correspond to the heat insulating plate D to be attached to the foundation concrete B. For example, when the length of the heat insulating plate D is about 1200 mm, it is preferably 3 to 4 places, when it is about 600 mm, it may be 2 places, and when it is about 300 mm, it may be 1 place. .

上記の如くして下側に対向して配置された一対の鋼製型枠20のフランジ20aに所定の間隔を持って複数の係止部材Aを配置した後、上部に上側に夫々対向させて一対の型枠20を配置してゆく、このとき、上側に配置される鋼製型枠20は下側のフランジ20aを夫々折返片2a、2bの間、折返片2c、2dの間に挿入するように配置してゆく。   As described above, a plurality of locking members A are arranged at predetermined intervals on the flanges 20a of the pair of steel molds 20 arranged to face the lower side, and are then made to face each other on the upper side. The pair of molds 20 are arranged. At this time, the steel mold 20 arranged on the upper side inserts the lower flange 20a between the folded pieces 2a and 2b and between the folded pieces 2c and 2d, respectively. I will arrange so that.

上下に連続して配置された鋼製型枠20は、係止部材Aに設けた穴10にくさび11を打ち込むことで互いのフランジ20aの端部の位置が規定される。また上下に隣接する鋼製型枠20との間をクリップ21によって挟んで固定する。更に、左右に連続する鋼製型枠20をクランプ22によってクランプして固定する。最も上部に配置された鋼製型枠20のフランジ20aには図示しない定規プレートが取り付けられて幅決めがなされる。このようにして、上下、左右に連続した鋼製型枠20を互いに固定することによって、型枠Cを構成することが可能である。   In the steel mold frame 20 arranged continuously in the vertical direction, the wedges 11 are driven into the holes 10 provided in the locking member A, whereby the positions of the end portions of the flanges 20a are defined. Further, a clip 21 sandwiches the upper and lower adjacent steel molds 20 and fixes them. Further, a steel mold 20 that is continuous from side to side is clamped and fixed by a clamp 22. A ruler plate (not shown) is attached to the flange 20a of the steel mold 20 arranged at the uppermost position to determine the width. In this way, it is possible to form the mold C by fixing the steel molds 20 continuous in the vertical and horizontal directions to each other.

上記の如くして構成された型枠Cに対し、通常の作業と同様にして、上方からコンクリートを打設し脱泡した後、所定の養生期間を経てコンクリートが固化した後、型枠Cを構成する鋼製型枠20を順に撤去する。   After the concrete is cast from above and defoamed in the same manner as in the normal operation, the mold C is solidified after a predetermined curing period. The steel formwork 20 which comprises is removed in order.

型枠Cが脱型されたとき、図5(a)に示すように、係止部材Aは切除線6から端部側が露出する。即ち、折返片2d、2hを含む刺通部3、係止部4が基礎コンクリートBの側面から水平方向に突出する。そして、切除線9a、9bを基点として折返片2d、2hを交互に折り返すことで、夫々の折返片2d、2hを切除線9a、9bに沿って切除する。   When the mold C is removed, as shown in FIG. 5A, the end of the locking member A is exposed from the cut line 6. That is, the piercing part 3 including the folded pieces 2d and 2h and the locking part 4 protrude from the side surface of the foundation concrete B in the horizontal direction. Then, the folded pieces 2d and 2h are alternately folded with the cut lines 9a and 9b as base points, so that the folded pieces 2d and 2h are cut along the cut lines 9a and 9b.

上記の如くして切除線9a、9bに沿って不要部分を切除することによって、係止部材Aの長手方向の端部は先端に向けて先細状に形成され、基礎コンクリートBの側面から略屈折線7までの間に刺通部3が、屈折線7の先端側にスリット8によって形成された二つの係止片4aからなる係止部4が、夫々連続して構成される。   By cutting off unnecessary portions along the cutting lines 9a and 9b as described above, the longitudinal end portion of the locking member A is tapered toward the tip, and is substantially refracted from the side surface of the foundation concrete B. The piercing portion 3 is formed up to the line 7, and the locking portion 4 composed of the two locking pieces 4 a formed by the slits 8 on the distal end side of the refracting wire 7 is continuously configured.

上記の如くして先細状の刺通部3、係止部4が突出した基礎コンクリートBの側面に断熱板Dを対向させ、この状態で基礎コンクリートBの側面に接近させる。この過程で、係止部4、刺通部3が順に断熱板Dを刺し通し、更なる接近によって、断熱板Dが基礎コンクリートBの側面に当接する。   As described above, the heat insulating plate D is opposed to the side surface of the foundation concrete B from which the tapered piercing portion 3 and the locking portion 4 protrude, and in this state, the side surface of the foundation concrete B is made to approach. In this process, the locking portion 4 and the piercing portion 3 sequentially penetrate the heat insulating plate D, and the heat insulating plate D abuts against the side surface of the foundation concrete B by further approach.

断熱板Dが基礎コンクリートBの側面に当接したとき、断熱板Dからは係止部材Aの頸部4を構成する係止片4aが突出する。更に、断熱板Dを基礎コンクリートBの側面に対する押し付けを保持した状態で、係止片4aを屈折線7を基点として折り曲げ、各係止片4aを断熱板Dの表面に圧接させる。   When the heat insulating plate D comes into contact with the side surface of the foundation concrete B, the locking piece 4a constituting the neck portion 4 of the locking member A protrudes from the heat insulating plate D. Further, in a state in which the heat insulating plate D is pressed against the side surface of the basic concrete B, the locking pieces 4a are bent with the refraction line 7 as a base point, and the locking pieces 4a are brought into pressure contact with the surface of the heat insulating plate D.

これにより、断熱板Dは図6に示すように基礎コンクリートBの側面に取り付けられる。   Thereby, the heat insulation board D is attached to the side surface of the foundation concrete B, as shown in FIG.

次に、細い棒によって構成した係止部材Eと、この係止部材Eによって基礎コンクリートBの側面に断熱板Dを取り付ける手順について図を用いて説明する。図7は係止部材によって型枠を幅決めする構成を説明する図である。図8は基礎コンクリートに断熱板を取り付ける手順を説明する図である。   Next, the locking member E constituted by a thin rod and the procedure for attaching the heat insulating plate D to the side surface of the foundation concrete B by the locking member E will be described with reference to the drawings. FIG. 7 is a diagram illustrating a configuration in which the width of the mold is determined by the locking member. FIG. 8 is a diagram illustrating a procedure for attaching a heat insulating plate to the foundation concrete.

本実施例の係止部材Eは、ネジ棒25を利用して構成されている。図7に示すように、係止部材Eは、一般的に利用されている木製型枠26の幅決めを行うセパレータをねじ棒25によって構成すると共に、該ねじ棒25を一方側の木製型枠26を貫通して配置し得るように構成されている。そして、ねじ棒25の先端側に横ばた27、フォームタイ28を配置してナット29によって締結することで、対向して配置された一対の木製型枠26の幅決めを行うことが可能である。   The locking member E of the present embodiment is configured using a screw rod 25. As shown in FIG. 7, in the locking member E, a separator for determining the width of a generally used wooden mold 26 is constituted by a screw rod 25, and the screw rod 25 is arranged on a wooden mold on one side. 26 is configured to be able to pass through. Then, by arranging a flat 27 and a foam tie 28 on the front end side of the screw rod 25 and fastening them with a nut 29, it is possible to determine the width of the pair of wooden molds 26 arranged to face each other. is there.

木製型枠26に打設したコンクリートが固化して該木製型枠26を撤去すると、図8に示すように、基礎コンクリートBの側面からねじ棒25が水平方向に突出する。本実施例では、突出したねじ棒25の一部が刺通部として機能し、該ねじ棒25の先端部分と止めねじ30とが係止部として機能する。   When the concrete cast on the wooden mold 26 is solidified and the wooden mold 26 is removed, the screw rod 25 protrudes from the side surface of the foundation concrete B in the horizontal direction as shown in FIG. In this embodiment, a part of the protruding screw rod 25 functions as a piercing portion, and the tip portion of the screw rod 25 and the set screw 30 function as a locking portion.

従って、図8(a)に示すように、ねじ棒25が突出した基礎コンクリートBの側面に断熱板Dを対向させて接近させると、この接近過程でねじ棒25が断熱板Dを刺し通す。更に断熱板Dを基礎コンクリートBの側面に接近させることで当接させた後、同図(b)に示すように、座金31、止めねじ30をねじ棒25に取り付けて該止めねじ30を締結することで、断熱板Dは基礎コンクリートBの側面に強固に取り付けられる。   Therefore, as shown in FIG. 8A, when the heat insulating plate D is brought close to the side surface of the foundation concrete B from which the screw rod 25 protrudes, the screw rod 25 pierces the heat insulating plate D in this approaching process. Further, after bringing the heat insulating plate D into contact with the side surface of the foundation concrete B, as shown in FIG. 5B, the washer 31 and the set screw 30 are attached to the screw rod 25 and the set screw 30 is fastened. Thus, the heat insulating plate D is firmly attached to the side surface of the foundation concrete B.

上記本発明では、基礎コンクリートの側面に断熱板を取り付ける際に、接着剤を用いることのない乾式工法とすることによって、作業員の技量に左右されることなく、安定した取り付け性能を発揮することが可能である。このため、基礎コンクリートの断熱構造のみならず、鉄筋コンクリート造の建物の壁面に利用することも可能である。   In the present invention, when a heat insulating plate is attached to the side surface of the foundation concrete, by adopting a dry construction method that does not use an adhesive, it exhibits stable attachment performance without being affected by the skill of the worker. Is possible. For this reason, it can be used not only for the heat insulation structure of the basic concrete but also for the wall surface of a reinforced concrete building.

本実施例に係る係止部材の構成を説明する要部平面図である。It is a principal part top view explaining the structure of the latching member which concerns on a present Example. 図1の側面図と正面図である。It is the side view and front view of FIG. 型枠のフランジに係止部材Aを取り付けて幅決めを行っている状態を説明する図である。It is a figure explaining the state which attaches the locking member A to the flange of a formwork, and is performing width determination. 上下方向に連続して配置された型枠の間に係止部材Aを配置した状態を説明する図である。It is a figure explaining the state which has arrange | positioned the locking member A between the formwork continuously arrange | positioned in the up-down direction. 基礎コンクリートの側面から突出した係止部材Aに断熱板を取り付けると共に係止する手順を模式的に説明する図である。It is a figure which illustrates typically the procedure which attaches and latches a heat insulating board to the locking member A which protruded from the side surface of the foundation concrete. 断熱基礎構造を説明する模式図である。It is a schematic diagram explaining a heat insulation basic structure. 係止部材によって型枠を幅決めする構成を説明する図である。It is a figure explaining the structure which determines the width | variety of a formwork with a locking member. 基礎コンクリートに断熱板を取り付ける手順を説明する図である。It is a figure explaining the procedure which attaches a heat insulation board to foundation concrete.

A、E 係止部材
B 基礎コンクリート
C 型枠
D 断熱板
1 中心
2 幅決め部
2a〜2h 折返片
3 刺通部
4 係止部
4a 係止片
5a 表面
5b 裏面
6 切除線
7 屈折線
8 スリット
9a、9b 切除線
10 くさび穴
11 くさび
20 鋼製型枠
20a フランジ
21 クリップ
22 クランプ
25 ネジ棒
26 木製型枠
27 横ばた
28 フォームタイ
29 ナット
30 止めねじ
31 座金
A, E Locking member B Foundation concrete C Form D D Insulation plate 1 Center 2 Width determining part 2a-2h Folding piece 3 Puncture part 4 Locking part 4a Locking piece 5a Front surface 5b Back surface 6 Cut line 7 Refraction line 8 Slit 9a, 9b Cutting line 10 Wedge hole 11 Wedge 20 Steel formwork 20a Flange 21 Clip 22 Clamp 25 Screw rod 26 Wooden formwork 27 Horizontal flat 28 Form tie 29 Nut 30 Set screw 31 Washer

Claims (4)

板状の断熱材を基礎コンクリートの側面に取り付けた基礎断熱構造であって、板状の断熱材を刺通する刺通部と刺通部に刺し通された板状の断熱材を係止する係止部を有する薄板状の係止部材を基礎コンクリートに埋設して刺通部を該基礎コンクリートの側面から水平方向に突出させておき、該刺通部に板状の断熱材を刺し通すと共に刺し通した板状の断熱材を基礎コンクリートに当接させて係止部によって固定することで、板状の断熱材を基礎コンクリートの側面に取り付けたことを特徴とする基礎断熱構造。 It is a basic heat insulating structure in which a plate-like heat insulating material is attached to the side of the foundation concrete, and the plate-like heat insulating material pierced by the piercing portion that pierces the plate-like heat insulating material is locked. A thin plate-like locking member having a locking portion is embedded in the foundation concrete, the piercing portion is protruded horizontally from the side surface of the foundation concrete, and a plate-like heat insulating material is pierced through the piercing portion. A base heat insulating structure in which a plate-like heat insulating material is attached to a side surface of the basic concrete by abutting the pierced plate-like heat insulating material against the basic concrete and fixing it with a locking portion. 板状の断熱材を刺通する刺通部と該刺通部に刺し通された板状の断熱材を係止する係止部を有する係止部材を上下方向及び左右方向に連続させた型枠に於ける上下又は左右の型枠の間で水平方向に所定の間隔を持って配置して係止部を型枠から突出する方向に位置させ、前記型枠にコンクリートを打設して係止部材の一部を埋設させ、該コンクリートが固化した後型枠を撤去して係止部材の刺通部が水平方向に突出した基礎コンクリートを構成し、基礎コンクリートの側面に板状の断熱材を対向させると共に刺通部を刺し通して前記側面に押し付けた後、該板状の断熱材を係止部によって固定することを特徴とする断熱基礎の施工方法。   A mold in which a piercing portion for piercing a plate-shaped heat insulating material and a locking member having a locking portion for locking the plate-shaped heat insulating material pierced by the piercing portion are continued in the vertical and horizontal directions Place the locking part in the direction that protrudes from the mold frame with a predetermined spacing in the horizontal direction between the upper and lower or left and right mold frames in the frame, and place concrete on the mold frame to engage A part of the stop member is buried, and after the concrete is solidified, the formwork is removed to form foundation concrete in which the piercing portion of the locking member protrudes in the horizontal direction. The plate-like heat insulating material is fixed by a locking portion after the piercing portion is pierced and pressed through the piercing portion and pressed against the side surface. 板状体からなり、少なくとも一方の端部側に先端に向けて板状の断熱材の厚さに対応した刺通部が構成され、該刺通部の先端部分に連続して長手方向に対して直交方向に形成された屈折線を有する係止部が構成されていることを特徴とする係止部材。   A piercing portion corresponding to the thickness of the plate-like heat insulating material is formed toward the tip on at least one end side, and the piercing portion is continuous with the tip portion of the piercing portion in the longitudinal direction. And a locking portion having a refracted line formed in an orthogonal direction. 上下方向に連続して配置されるとともに対向して配置される型枠の繋ぎ目に配置され対向する型枠間の離隔寸法を定める機能と基礎コンクリートの側面に板状の断熱材を取り付ける機能とを有する係止部材であって、
長辺と短辺からなる板状体からなり、
前記板状体の長辺の一方側には下側に対向して配置される一対の型枠の上側フランジを所定の間隔で挟むよう下向きに折り返された4つの下向き折返片が、前記板状体の長辺の他方側には上側に対向して配置される一対の型枠の下側フランジを前記下向き折返片と同一間隔で挟むように上向きに折り返された4つの上向き折返片が、夫々形成され、
前記板状体の短辺の少なくとも一方の側に、断熱材の厚さに対応した長さを有する刺通部及び該刺通部に連続し前記断熱材に刺通し前記断熱材を前記基礎コンクリート側面に当接させた後に屈折されて断熱材を係止する為の係止部を形成するために、少なくとも型枠の外側に位置する前記折返片を切除するための切除線が形成されると共に、前記刺通部と前記係止部との境界に前記係止部の屈折の基点となる屈折線が形成されていることを特徴とする係止部材。
A function of determining the separation dimension between the opposing molds arranged at the joints of the molds arranged continuously in the vertical direction and facing each other, and a function of attaching a plate-like heat insulating material to the side surface of the foundation concrete A locking member having
It consists of a plate-like body consisting of long and short sides,
On the one side of the long side of the plate-like body, four downward folding pieces folded downward so as to sandwich the upper flanges of a pair of molds arranged facing the lower side at a predetermined interval are the plate-like shape. On the other side of the long side of the body, there are four upward folded pieces folded upward so as to sandwich a lower flange of a pair of molds arranged facing the upper side at the same interval as the downward folded pieces, respectively. Formed,
A piercing portion having a length corresponding to the thickness of the heat insulating material on at least one side of the short side of the plate-like body, and the heat insulating material pierced through the heat insulating material continuous with the piercing portion and the side surface of the foundation concrete In order to form a locking part for locking the heat insulating material by being refracted after being brought into contact with, a cutting line for cutting at least the folded piece located outside the mold is formed, A locking member , wherein a refracting line serving as a base point of refraction of the locking portion is formed at a boundary between the piercing portion and the locking portion .
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