JP5392456B2 - Concrete wall construction support, concrete wall construction structure, and construction method thereof - Google Patents

Concrete wall construction support, concrete wall construction structure, and construction method thereof Download PDF

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JP5392456B2
JP5392456B2 JP2008174645A JP2008174645A JP5392456B2 JP 5392456 B2 JP5392456 B2 JP 5392456B2 JP 2008174645 A JP2008174645 A JP 2008174645A JP 2008174645 A JP2008174645 A JP 2008174645A JP 5392456 B2 JP5392456 B2 JP 5392456B2
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concrete wall
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元旦 舩木
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舩木商事有限会社
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本発明は、コンクリート型枠工法によるコンクリート壁の施工に際し、使用する部材を繰り返し利用でき、且つ断熱性能にも優れたコンクリート壁を施工できるコンクリート壁の施工用支持具、コンクリート壁の施工構造、及びその施工方法に関する。   The present invention provides a concrete wall construction support, a concrete wall construction structure capable of constructing a concrete wall that can be used repeatedly and has excellent heat insulation performance in the construction of a concrete wall by a concrete formwork method, and It relates to the construction method.

従来、コンクリート型枠工法(断熱層を形成したものを含む)は、合板等で型枠を形成してコンクリート打設空間を形成するものであり、この打設空間を維持するために、各種の支持具が用いられている。   Conventionally, a concrete formwork method (including a method in which a heat insulating layer is formed) is a method of forming a concrete placement space by forming a formwork with a plywood or the like, and in order to maintain this placement space, A support is used.

例えば特許文献1は、型枠の対向面に貫通孔を対向状に複数設けて保持部材(コーン)を配置し、この保持部材の前面と後面に異なる径の螺子孔を設け、その内側には間隔保持部材(セパレーター)を、その外側には型枠締付具を配した状態でコンクリートを打設している。 For example, in Patent Literature 1, a holding member (cone) is arranged by providing a plurality of through-holes on the opposing surface of the formwork in an opposing manner, and screw holes having different diameters are provided on the front surface and the rear surface of the holding member. The spacing member (separator) is placed on the outside, and concrete is placed in a state in which a mold clamp is arranged.

しかしながら、前記特許文献1などでは、打設後のコンクリート内に埋設される間隔保持部材(ボルト等)は、一本のボルト部材がそのままコンクリートを貫通した状態で埋設されているため、これらの支持箇所を一般的に数箇所/m2設けることにより、前記ボルト部材が無駄になるという問題があった。
また、前記ボルトは、コンクリート壁に埋設されるため、ヒートブリッジ又はクールブリッジとして働き、断熱性能が損なわれる問題をも引き起こしていた。
However, in Patent Document 1 and the like, since the spacing member (bolt or the like) embedded in the concrete after placing is embedded with a single bolt member penetrating the concrete as it is, these supporting members are supported. There is a problem in that the bolt member is wasted by providing several places / m 2 in general.
Moreover, since the said volt | bolt was embed | buried under a concrete wall, it worked as a heat bridge or a cool bridge, and also caused the problem which heat insulation performance was impaired.

さらに、構築されたコンクリート躯体(断熱層)の表面を下地として、例えば何等かの外装材を施工する場合には、養生させて硬化したコンクリート躯体にアンカーを打ち込む必要があるが、アンカーを打ち込む作業は、墨出しを行わなければならないため、作業性が悪いという問題があった。   Furthermore, when constructing any exterior material, for example, with the surface of the constructed concrete body (heat insulation layer) as the foundation, it is necessary to drive the anchor into the hardened and hardened concrete body, but the work of driving the anchor Had a problem of poor workability because it had to be inked out.

そこで、本発明は、使用する部材を繰り返し利用でき、且つ断熱性能にも優れたコンクリート壁を施工できるコンクリート壁の施工用支持具、及びそれを用いたコンクリート壁の施工構造を提供することを目的とする。   Therefore, the present invention has an object to provide a concrete wall construction supporter capable of constructing a concrete wall that can repeatedly use members to be used and has excellent heat insulation performance, and a concrete wall construction structure using the same. And

本発明は、上記に鑑み提案されたもので、一方側及び他方側の型枠間の間隔を保持してコンクリート壁を施工するための支持具であって、前記支持具は、複数の固定用螺子部を有すると共に、一方側から他方側まで貫通する貫通孔を有する本体と、連結用棒状部材と、前記連結用棒状部材より大径の固定用棒状部材とからなり、前記貫通孔は、固定用棒状部材、連結用棒状部材が挿通可能であって、前記固定用棒状部材は、前記固定用螺子部に螺合可能であることを特徴とするコンクリート壁の施工用支持具に関するものである。 The present invention has been proposed in view of the above, and is a support tool for constructing a concrete wall while maintaining a distance between the molds on one side and the other side, and the support tool includes a plurality of fixing tools. A main body having a threaded portion and having a through-hole penetrating from one side to the other side, a connecting rod-shaped member, and a fixing rod-shaped member having a larger diameter than the connecting rod-shaped member, and the through-hole is fixed The present invention relates to a concrete wall construction support tool characterized in that a bar member for connection and a bar member for connection can be inserted, and the fixing bar member can be screwed into the fixing screw part.

なお、前記支持具において、「一方側から他方側まで貫通する貫通孔を有する本体」とは、本体は、貫通孔が一方側から他方側まで貫通している筒状体からなることを意味している。   In the above support device, “a main body having a through-hole penetrating from one side to the other side” means that the main body is formed of a cylindrical body having a through-hole penetrating from one side to the other side. ing.

さらに、本発明は、一方側及び他方側の型枠間に前記構成の支持具を配して施工したコンクリート壁の施工構造であって、前記型枠間に、本体を配してコンクリートを打設し、該コンクリートに埋設された前記本体の貫通孔に固定用棒状部材を挿着して固定用螺子部に螺合させたことを特徴とするコンクリート壁の施工構造をも提案する。   Furthermore, the present invention is a construction structure of a concrete wall constructed by placing a support having the above-described configuration between the molds on one side and the other side, and placing the main body between the molds to cast the concrete. A concrete wall construction structure is also proposed in which a fixing rod-like member is inserted into a through-hole of the main body embedded in the concrete and screwed into a fixing screw portion.

さらに、本発明は、一方側及び他方側の型枠間に前記構成の支持具を取り付けてコンクリートを打設してコンクリート壁を施工するコンクリート壁の施工方法であって、前記型枠間に本体を取り付ける工程と、コンクリートを打設する工程と、コンクリートの硬化後に、連結用棒状部材を本体の貫通孔から抜き出す工程と、この貫通孔に固定用棒状部材を挿着して固定用螺子部に螺合させる工程と、からなることを特徴とするコンクリート壁の施工方法をも提案する。   Furthermore, the present invention is a method for constructing a concrete wall in which a concrete wall is constructed by attaching a support having the above-described configuration between molds on one side and the other side and placing concrete, and the main body between the molds A step of attaching the concrete, a step of placing concrete, a step of extracting the connecting rod-shaped member from the through-hole of the main body after the concrete is hardened, and a fixing rod-shaped member inserted into the through-hole to the fixing screw portion A concrete wall construction method characterized by comprising the step of screwing together is also proposed.

本発明のコンクリート壁の施工用支持具は、型枠間の間隔を保持する部材であって、簡易な構成の本体と、ボルト材である連結用棒状部材と、固定用棒状部材とからなり、コンクリート打設時に間隔保持の役目を果たす連結用棒状部材を抜き出して繰り返し利用することができるため、部材が無駄にならないし、断熱性能が損なわれることもないものである。
また、固定用螺子部を本体に一体的に設けていることで、コンクリートの硬化後(型枠除去後)に固定用棒状部材を螺合するだけでコンクリート面に外装等を構築するための基礎を容易に構築することができる。
さらに、固定用螺子部を複数設けているので、固定用棒状部材を強固に支持することができ、また、本構造を外壁に採用した場合、外側のコンクリート面側の固定用螺子部を外装構造の基礎とし、内側のコンクリート面側(室内側)の固定用螺子部を室内の転倒防止、階段、作り付け家具、等の基礎とすることができる。
また、支持具本体を樹脂製とした場合には、固定用棒状部材がコンクリートと接しないないため、冷熱橋を遮断して断熱性能の高いものとなる。
The concrete wall construction support tool of the present invention is a member for maintaining the interval between the molds, and includes a main body with a simple configuration, a connecting rod-shaped member that is a bolt material, and a fixing rod-shaped member, Since the connecting rod-shaped member that plays the role of maintaining the spacing when the concrete is placed can be extracted and used repeatedly, the member is not wasted and the heat insulation performance is not impaired.
In addition, since the fixing screw part is provided integrally with the main body, the foundation for building the exterior etc. on the concrete surface simply by screwing the fixing rod-like member after the concrete is hardened (after the formwork is removed) Can be easily constructed.
Furthermore, since a plurality of fixing screw portions are provided , the fixing rod-like member can be firmly supported, and when this structure is adopted as the outer wall, the fixing screw portion on the outer concrete surface side is provided as an exterior structure. The fixing screw portion on the inner concrete surface side (indoor side) can be used as a basis for indoor fall prevention, stairs, built-in furniture, and the like.
Moreover, when the support body is made of resin, the fixing rod-shaped member does not come into contact with the concrete, so that the cooling bridge is blocked and the heat insulation performance is high.

また、本発明のコンクリート壁の施工構造は、前記構成の支持具を用いたので、連結用棒状部材が埋設されておらず、その連結用棒状部材による断熱性能が損なわれるという問題も生ずることがない。   Moreover, since the construction structure of the concrete wall of the present invention uses the support having the above-described configuration, there is a problem that the connecting rod-shaped member is not embedded and the heat insulation performance by the connecting rod-shaped member is impaired. Absent.

さらに、本発明のコンクリート壁の施工方法は、前記構成の支持具を用いたので、固定用棒状部材が、アンカー材の役目を果たすので、墨出しを行う必要もなく、作業性が優れている。   Furthermore, since the construction method of the concrete wall of the present invention uses the support tool having the above-described configuration, the fixing rod-shaped member serves as an anchor material. .

本発明の施工用支持具は、一方側及び他方側の型枠間に配してコンクリート壁を施工するための部材であって、少なくとも1つの固定用螺子部を有すると共に、一方側から他方側まで貫通する貫通孔を有する本体と、両側の型枠を押さえ具等と連結する連結用棒状部材と、固定用棒状部材とからなる。
この支持具は、断熱性の観点から樹脂製が好ましい。支持具本体を樹脂製とした場合には、固定用棒状部材がコンクリートと接しないないため、冷熱橋を遮断して断熱性能の高いものとなるからである。
螺子部は、外装材を支持することができるように、火炎等によって上記支持具が溶けた場合にも固定用棒状部材が壁体から落下しないように金属からなることが好ましい。また、落下防止の観点から、螺子部は貫通孔の外径より大きな径もしくは長辺を有する。
The construction support tool of the present invention is a member for constructing a concrete wall arranged between the molds on one side and the other side, and has at least one fixing screw part, and from one side to the other side. A main body having a through-hole penetrating to the bottom, a connecting rod-like member for connecting the molds on both sides to a pressing member, and a fixing rod-like member.
This support is preferably made of resin from the viewpoint of heat insulation. This is because when the support body is made of resin, the fixing rod-shaped member does not come into contact with the concrete, so the cooling bridge is blocked and the heat insulation performance is high.
It is preferable that the screw portion is made of metal so that the fixing rod-shaped member does not fall from the wall body even when the support is melted by a flame or the like so that the exterior member can be supported. Further, from the viewpoint of preventing the fall, the screw portion has a diameter or long side larger than the outer diameter of the through hole.

前記本体における固定用螺子部は、例えば一方側からのみ固定用棒状部材を挿着(螺合)する場合には1つでよいし、一方側と他方側の両方から固定用棒状部材を挿着(螺合)する場合にはこの固定用螺子部は2つ必要となる。
また、アンカー材として作用する固定用棒状部材を強固に取り付ける目的で、この固定用螺子部を複数設けるようにしている。
そして、この固定用螺子部を備える部材としては、例えば六角ナット等のナット類、雌ねじ加工を施したプレート類などを使用してもよい。
For example, when the fixing rod-like member is inserted (screwed) only from one side, the fixing screw portion in the main body may be one, or the fixing rod-like member is inserted from both one side and the other side. In the case of (screwing), two fixing screw portions are required.
Further, a plurality of fixing screw portions are provided for the purpose of firmly attaching a fixing rod-like member acting as an anchor material.
And as a member provided with this fixing screw part, you may use nuts, such as a hexagon nut, plates etc. which gave female thread processing, for example.

また、前記本体における貫通孔は、前記のように一方側から他方側まで貫通するものであって、一方側の型枠から他方側の型枠に至るまで貫通している。
この貫通孔を備える本体は、固定用棒状部材を挿通可能な第1貫通孔を備える第1筒部と、固定用螺子部を備える中央筒部と、連結用棒状部材が挿通可能な第2貫通孔を備える第2筒部とからなる筒状体であって、これらの各筒部は何れか又は全てを予め一体に連結しておいてもよいし、施工時に一体的に連結する(組み付ける)ようにしてもよい。これらのうち、第1筒部と第2筒部とは、棒状部材を挿通すればよいものであるから、例えば樹脂製パイプ材のような廉価品を選択、使用できるため、製造コストが低く、実用的価値が極めて高いものとなる。
In addition, the through hole in the main body penetrates from one side to the other side as described above, and penetrates from the mold on one side to the mold on the other side.
The main body provided with the through hole has a first cylindrical portion including a first through hole through which the fixing rod-shaped member can be inserted, a central cylindrical portion including a fixing screw portion, and a second through hole through which the connecting rod-shaped member can be inserted. It is a cylindrical body composed of a second cylindrical portion having a hole, and each or all of these cylindrical portions may be integrally connected in advance, or integrally connected (assembled) at the time of construction. You may do it. Of these, the first tube portion and the second tube portion need only be inserted through a rod-shaped member, and therefore, for example, a low-priced product such as a resin pipe material can be selected and used. The practical value is extremely high.

そして、最も簡単な構成としては、一方側から他方側へ向かって第1筒部と中央筒部と第2筒部とが直列状に連結される例がある。この場合には、一方側から固定用棒状部材を挿入して中央筒部の固定用螺子部に螺合させることができる。
また、前記のように、一方側と他方側の両方から固定用棒状部材を挿着(螺合)する場合には、第1筒部(A)と中央筒部(A)と第2筒部と中央筒部(B)と第1筒部(B)とが直列状に連結される例がある。なお、この場合、第1筒部及び中央筒部はそれぞれ2つ使用しているため、便宜的に一方側に配されるものを(A)とし、他方側に配されるものを(B)として区別した。この場合、一方側の第1筒部(A)から固定用棒状部材を挿入して中央筒部(A)の固定用螺子部に螺合させることもでき、他方側の第1筒部(B)から別の固定用棒状部材を挿入して中央筒部(B)の固定用螺子部に螺合させることもできる。その結果、一方側にも他方側にもアンカー材として作用する固定用棒状部材が取り付けられるものとなる。
As the simplest configuration, there is an example in which the first tube portion, the central tube portion, and the second tube portion are connected in series from one side to the other side. In this case, a fixing rod-like member can be inserted from one side and can be screwed into the fixing screw portion of the central cylinder portion.
In addition, as described above, when the fixing rod-shaped member is inserted (screwed) from both one side and the other side, the first cylindrical portion (A), the central cylindrical portion (A), and the second cylindrical portion There is an example in which the central tube portion (B) and the first tube portion (B) are connected in series. In addition, in this case, since the first cylinder part and the center cylinder part are each used two, for convenience, the one arranged on one side is (A), and the one arranged on the other side (B) As distinguished. In this case, a fixing rod-like member can be inserted from the first cylindrical portion (A) on one side and screwed into the fixing screw portion of the central cylindrical portion (A), and the first cylindrical portion (B ) Can be inserted into another fixing rod-like member and screwed into the fixing screw portion of the central tube portion (B). As a result, a fixing rod-shaped member acting as an anchor material is attached to one side and the other side.

次に、本発明のコンクリート壁の施工方法を構成する工程(1)〜(4)について説明する。   Next, the steps (1) to (4) constituting the concrete wall construction method of the present invention will be described.

(1)一方側及び他方側の型枠間に前記構成の支持具を取り付ける工程
この工程では、本体を一方側及び他方側の型枠間に架け渡して配し、この本体の貫通孔を連結用棒状部材にて貫き、各先端を予め型枠に形成した通孔から突出させた状態で固定する。この固定は、例えば一方側の突出先端に各種構成の押え具を螺着し、この押え具によって、一方側の縦バタ,横バタ等の押え具を一方側型枠に当てがった状態に固定すればよい。また、他方側の突出先端についても同様に行えばよく、コーン状の保持部材を介して他方側の型枠に当接(貫通)するようにしてもよい。
なお、型枠の内面には、断熱材を配するようにしても、あるいは型枠を兼ねる断熱材を配してもよい。
(1) A step of attaching the support having the above-described configuration between the molds on one side and the other side. In this step, the main body is bridged between the molds on the one side and the other side, and the through holes of the main body are connected. It penetrates with the bar-shaped member, and it fixes in the state which protruded from the through-hole previously formed in the mold. For this fixing, for example, a presser having various configurations is screwed onto the protruding tip on one side, and the presser such as a vertical flap and a horizontal flap on one side is applied to the one side mold by the presser. Fix it. Moreover, the same may be done for the protruding tip on the other side, and it may contact (penetrate) the mold on the other side via a cone-shaped holding member.
Note that a heat insulating material may be disposed on the inner surface of the mold, or a heat insulating material that also serves as the mold may be disposed.

(2)コンクリートを打設する工程
一方側及び他方側の型枠間は、コンクリートの打設空間であり、この打設空間には、前記(1)の工程にて説明したように本体が配設されているため、この本体はコンクリートに埋設されるものとなる。その際、本体の内部(貫通孔)には、連結用棒状部材が配設されているため、コンクリートの打設圧力などにより、本体がズレ動いたりすることがなく、所定の位置に保持されるものとなる。
(2) Step of placing concrete The space between the molds on one side and the other side is a concrete placement space, and the main body is arranged in this placement space as described in the step (1). Therefore, this main body is buried in concrete. At that time, since a connecting rod-like member is disposed inside the main body (through hole), the main body does not move due to a concrete placing pressure or the like, and is held in a predetermined position. It will be a thing.

(3)コンクリートの硬化後に、連結用棒状部材を本体の貫通孔から抜き出す工程
前述のように本体は、コンクリートに埋設されるが、連結用棒状部材はコンクリートと接触することなく本体の内部(貫通孔)には配されているため、これを抜き出す工程には特別な治具や特に強い力を必要とすることなく容易に抜き出すことができる。なお、連結用棒状部材の抜き出しに伴って、押え具などを取り外したり、型枠なども同時に取り外す。
(3) Step of extracting the connecting rod-shaped member from the through hole of the main body after the concrete is hardened As described above, the main body is embedded in the concrete. Since it is arranged in the hole), it can be easily extracted without requiring a special jig or a particularly strong force in the process of extracting it. As the connecting rod-shaped member is extracted, the presser or the like is removed, and the formwork is also removed at the same time.

(4)この貫通孔に固定用棒状部材を挿着して固定用螺子部に螺合させる工程
例えば本体が、一方側から他方側へ向かって第1筒部と中央筒部と第2筒部とが直列状に連結されている場合には、一方側から固定用棒状部材を挿入して中央筒部の固定用螺子部に螺合させる。
また、本体が、第1筒部(A)と中央筒部(A)と第2筒部と中央筒部(B)と第1筒部(B)とが直列状に連結される場合には、一方側から固定用棒状部材を挿入して中央筒部(A)の固定用螺子部に螺合させると共に、他方側からも固定用棒状部材を挿入して中央筒部(B)の固定用螺子部に螺合させる。
なお、連結用棒状部材を抜いた後の孔のうち、固定用棒状部材の螺合に用いない場合、定形又は不定形の断熱材やモルタル等を充填して塞ぐことが断熱性能等の観点から好ましい。
(4) A step of inserting a fixing rod-like member into the through hole and screwing the fixing rod member into the fixing screw portion. For example, the main body has a first cylindrical portion, a central cylindrical portion, and a second cylindrical portion from one side to the other side. Are connected in series, a fixing rod-like member is inserted from one side and screwed into the fixing screw portion of the central cylinder portion.
In the case where the first cylindrical portion (A), the central cylindrical portion (A), the second cylindrical portion, the central cylindrical portion (B), and the first cylindrical portion (B) are connected in series in the main body. The fixing rod-shaped member is inserted from one side and screwed into the fixing screw portion of the central cylindrical portion (A), and the fixing rod-shaped member is also inserted from the other side to fix the central cylindrical portion (B). Screwed into the screw part.
In addition, from the viewpoint of heat insulation performance, etc., when the hole after extracting the connecting rod-shaped member is not used for screwing the fixing rod-shaped member, it is filled with a fixed or irregular shaped heat insulating material or mortar and plugged. preferable.

このように、本発明の施工方法では、固定用棒状部材が、アンカー材の役目を果たすので、墨出しを行う必要もなく、作業性が優れている。   Thus, in the construction method of the present invention, since the fixing rod-shaped member serves as an anchor material, it is not necessary to perform inking and the workability is excellent.

そして、得られる本発明のコンクリート壁の施工構造では、固定用棒状部材の先に連結用棒状部材が埋設されていないので、伝熱が寸断されるため、断熱性能が損なわれることもない。   And in the construction structure of the concrete wall of this invention obtained, since the bar member for a connection is not embed | buried ahead of the bar member for fixing, since heat transfer is cut off, heat insulation performance is not impaired.

図1に示すコンクリート壁の施工構造は、図2(a)〜(e)に示すように一方側及び他方側の型枠1,2間に施工用支持具3(以下単に支持具という)を配して施工したものであって、1つの固定用螺子部31を有すると共に、一方側から他方側まで貫通する貫通孔32を有する本体30と、連結用棒状部材4と、該連結用棒状部材4より大径の固定用棒状部材5とからなる参考例であるAs shown in FIGS. 2A to 2E, the concrete wall construction structure shown in FIG. 1 includes a construction support tool 3 (hereinafter simply referred to as a support tool) between the molds 1 and 2 on the other side. A main body 30 having one fixing screw portion 31 and a through hole 32 penetrating from one side to the other side, the connecting rod-like member 4, and the connecting rod-like member. 4 is a reference example including a fixing rod-shaped member 5 having a diameter larger than 4.

前記型枠1,2としては、合板(木質)、FRP等の強化プラスチックボード、断熱材兼用(取り外さない)がある。FRP等の強化プラスチックボード等を用いた場合には、コンクリート打設後に取り外して再利用することができる。   Examples of the molds 1 and 2 include plywood (wood), reinforced plastic boards such as FRP, and heat insulating material (not removed). When a reinforced plastic board such as FRP is used, it can be removed and reused after placing concrete.

前記貫通孔32は、固定用棒状部材5、連結用棒状部材4が挿通可能であって、この貫通孔32を備える部材としては、固定用棒状部材5を挿通可能な第1貫通孔32aを備える第1筒部33と、固定用螺子部31を備える中央筒部34と、連結用棒状部材4が挿通可能な第2貫通孔32bを備える第2筒部35とからなる。
前記固定用螺子部31は、前記固定用棒状部材5を螺合可能であり、図示参考例では、六角ナットの内面の雌螺子部であり、図面には六角ナットに符号[31]を付した。
The through-hole 32 can be inserted with the fixing rod-like member 5 and the connecting rod-like member 4, and the member provided with this through-hole 32 is provided with a first through-hole 32 a into which the fixing rod-like member 5 can be inserted. It consists of the 1st cylinder part 33, the center cylinder part 34 provided with the screw part 31 for fixation, and the 2nd cylinder part 35 provided with the 2nd through-hole 32b which can insert the rod-shaped member 4 for a connection.
The fixing screw portion 31 is capable of screwing the fixing rod-like member 5. In the illustrated reference example , the fixing screw portion 31 is a female screw portion on the inner surface of the hexagon nut. .

図示参考例では、本体30は、図2(b)に示すように筒状成形体6A,6Bと六角ナット[31]とからなる。
前記筒状成形体6Aは、合成樹脂製であって、円筒状の筒体61の一方側には拡径して型枠に当接する当接部62を、他方側には六角ナット[31]を収容可能な受部63を備える。
前記筒状成形体6Bも合成樹脂製であって、円筒状の筒体64の一方側に、六角ナット[31]を嵌合であって、受部63に嵌合する連結部65を備える。
そして、前記第1筒部33は、筒状成形体6Aの筒体61及びその一方側に相当し、前記第2筒部35は、筒状成形体6Bの筒体64に相当し、前記中央筒部34は、受部63と連結部65の嵌合部分に相当する。
In the illustrated reference example , the main body 30 includes cylindrical molded bodies 6A and 6B and a hexagon nut [31] as shown in FIG.
The cylindrical molded body 6A is made of a synthetic resin. The cylindrical cylindrical body 61 has a contact portion 62 that is expanded in diameter on one side and abuts on the mold, and a hexagon nut [31] on the other side. Is provided.
The cylindrical molded body 6 </ b> B is also made of synthetic resin, and includes a connecting portion 65 on one side of the cylindrical cylindrical body 64, which is fitted with a hexagon nut [31] and is fitted to the receiving portion 63.
The first cylindrical portion 33 corresponds to the cylindrical body 61 of the cylindrical molded body 6A and one side thereof, the second cylindrical portion 35 corresponds to the cylindrical body 64 of the cylindrical molded body 6B, and the center. The cylindrical portion 34 corresponds to a fitting portion between the receiving portion 63 and the connecting portion 65.

このような構成を有する支持具3により、コンクリート壁を施工する一例を図示参考例を用いて説明する。
前記支持具3を型枠1,2に取り付けるには、図2(a),(b)に示すように、筒状成形体6A,6Bと六角ナット[31]を連結して予め通孔を穿設しておいた型枠間1,2の所定位置に取り付ける。
そして、形成した本体30の貫通孔32に、連結用棒状部材4を配設して一方側及び他方側の型枠1,2から突出させて図示しない押え具にて固定して型枠1,2間にコンクリート打設空間が形成される。
An example of constructing a concrete wall with the support 3 having such a configuration will be described with reference to the illustrated reference example .
In order to attach the support 3 to the molds 1 and 2, as shown in FIGS. 2 (a) and 2 (b), the cylindrical molded bodies 6A and 6B and the hexagon nut [31] are connected to form a through hole in advance. Attach it at a predetermined position between the punched molds 1 and 2.
The connecting rod-like member 4 is disposed in the formed through-hole 32 of the main body 30 and protrudes from the molds 1 and 2 on the one side and the other side, and is fixed by a presser (not shown). A concrete placement space is formed between the two.

この状態で前記コンクリート打設空間にコンクリート7を打設し、その硬化後に図示しない押さ具や型枠1,2を取り除いた状態を図2(c)に示した。
そして、本体30はコンクリート7に埋設されるが、その内部(貫通孔32)には、連結用棒状部材4が配設されているため、本体30はズレ動くことなく所定の位置に保持される。
FIG. 2C shows a state in which the concrete 7 is placed in the concrete placement space in this state, and the pressing tools and the molds 1 and 2 (not shown) are removed after the concrete is cured.
The main body 30 is embedded in the concrete 7. Since the connecting rod-like member 4 is disposed in the inside (through hole 32), the main body 30 is held at a predetermined position without moving. .

その後、図2(d)に示すように連結用棒状部材4を本体30の貫通孔32から抜き出した。   Thereafter, the connecting rod-like member 4 was extracted from the through hole 32 of the main body 30 as shown in FIG.

図示参考例の場合には、図2(e)に示すように一方側から固定用棒状部材5を貫通孔32に挿入して固定用螺子部31に螺合させる。なお、第2貫通孔32bの径を固定用棒状部材5の径より小さくするか、固定用螺子部31の他方側に固定用棒状部材5の径より小さいストッパーリングを設置することにより、固定用棒状部材5がそれ以上深く侵入できない。 In the case of the illustrated reference example , as shown in FIG. 2 (e), the fixing rod-like member 5 is inserted into the through hole 32 from one side and screwed into the fixing screw portion 31. The diameter of the second through hole 32b is made smaller than the diameter of the fixing rod-shaped member 5, or a stopper ring smaller than the diameter of the fixing rod-shaped member 5 is installed on the other side of the fixing screw portion 31 for fixing. The rod-like member 5 cannot penetrate deeper.

そして、図1のコンクリート壁の施工構造は、施工されたコンクリート壁7の一方側の表面に断熱材8Cを張設し、さらにそこから突出させた前記固定用棒状部材5の突出部分に、調整金具8Bを介して垂木8Aを取り付け、外装材8Dを取り付けた。   And the construction structure of the concrete wall of FIG. 1 is adjusted to the projecting portion of the fixing bar-like member 5 by extending a heat insulating material 8C on the surface of one side of the constructed concrete wall 7 and projecting from it. A rafter 8A was attached via a metal fitting 8B, and an exterior material 8D was attached.

このように本発明の支持具3は、連結用棒状部材4が撤去されずにコンクリート壁内に残っている従来の構造に比べて、連結用棒状部材4を抜き出して繰り返し利用することができるため、部材が無駄にならないし、断熱性能が損なわれることがない。   Thus, the support 3 of the present invention can be used repeatedly by extracting the connecting rod-like member 4 as compared with the conventional structure in which the connecting rod-like member 4 is not removed and remains in the concrete wall. The member is not wasted and the heat insulation performance is not impaired.

また、施工されたコンクリート壁の施工構造は、固定用棒状部材6が、アンカー材の役目を果たすので、墨出しを行う必要もなく、作業性が優れている。   Moreover, the construction structure of the constructed concrete wall is excellent in workability because the fixing rod-shaped member 6 serves as an anchor material, so that it is not necessary to perform ink marking.

図3は、様々な態様の支持具3A〜3Fを示すものであって、前記図2に示した施工方法においては、図2(c)に相当するコンクリートの硬化後に押さえ具、型枠等を除去した状態を示している。
図3(a)は、前記図2(c)と殆ど同じであって、支持具3Aは前記支持具3とほぼ同一である。なお、連結用棒状部材4の他端にコーン状の保持部材を用いた仕様(保持部材の除去後)を示している。
図3(b)に示した支持具3Bは、第1筒部33が直管状のパイプ材(筒体)60aからなる以外は、前記支持具3とほぼ同一である。
図3(c)に示した支持具3Cは、第2筒部35が直管状のパイプ材(筒体)60bからなる以外は、前記支持具3Bとほぼ同一である。
図3(d)に示した支持具3Dは、第2筒部35としてのパイプ材(筒体)60bを中央筒部34と連結するために異径ソケット66を使用した以外は、前記支持具3Cとほぼ同一である。
図3(e)に示した支持具3Eは、六角ナット[31]を樹脂で覆った仕様(埋め込み型)である以外は、前記支持具3Cとほぼ同一である。
図3(f)に示した支持具3Fは、六角ナット[31]を雌ねじ加工を施した円盤プレート[31']に代え、該円盤プレート[31']を樹脂で覆った仕様の中央筒部34とし、さらにこの中央筒部34が2箇所に設けられた例である。なお、連結用棒状部材4の他端にコーン状の保持部材を用いた仕様(保持部材の除去後)を示している。
FIG. 3 shows various types of support tools 3A to 3F. In the construction method shown in FIG. 2, the pressing tool, the formwork and the like are set after the concrete corresponding to FIG. The removed state is shown.
3A is almost the same as FIG. 2C, and the support 3A is substantially the same as the support 3. FIG. In addition, the specification (after removal of a holding member) which used the cone-shaped holding member for the other end of the connecting rod-shaped member 4 is shown.
The support tool 3B shown in FIG. 3B is substantially the same as the support tool 3 except that the first cylindrical portion 33 is made of a straight pipe material (cylindrical body) 60a.
The support tool 3C shown in FIG. 3C is substantially the same as the support tool 3B except that the second cylinder portion 35 is made of a straight pipe material (cylinder) 60b.
The support tool 3D shown in FIG. 3D is the same as the support tool except that a different diameter socket 66 is used to connect the pipe material (cylinder body) 60b as the second cylinder part 35 to the central cylinder part 34. It is almost the same as 3C.
The support tool 3E shown in FIG. 3 (e) is substantially the same as the support tool 3C except for the specification (embedded type) in which the hexagon nut [31] is covered with resin.
The support 3F shown in FIG. 3 (f) is a central cylindrical portion having a specification in which the hexagonal nut [31] is replaced with a disk plate [31 ′] subjected to female thread processing, and the disk plate [31 ′] is covered with a resin. In this example, the central cylindrical portion 34 is provided at two locations. In addition, the specification (after removal of a holding member) which used the cone-shaped holding member for the other end of the connecting rod-shaped member 4 is shown.

前記図3(f)の支持具3Fは、他の参考例とは異なり、第1筒部33及び中央筒部34がそれぞれ2つ使用され、第1筒部33と中央筒部34と第2筒部35と中央筒部34と第1筒部33とが直列状に連結される本発明の実施例である。
また、この例では、前述のように固定用螺子部31を備える2箇所の中央筒部34として、円盤プレート[31']を樹脂で覆った構造が用いられ、2箇所の第1筒部33として直管状のパイプ材(筒体)60c,60eが、第2筒部35として直管状のパイプ材(筒体)60dが用いられている。
Unlike the other reference examples , the support 3F of FIG. 3 (f) uses two first cylindrical portions 33 and two central cylindrical portions 34, and the first cylindrical portion 33, the central cylindrical portion 34, and the second cylindrical portion 34 are used. It is an Example of this invention with which the cylinder part 35, the center cylinder part 34, and the 1st cylinder part 33 are connected in series.
In this example, as described above, a structure in which the disk plate [31 ′] is covered with resin is used as the two central cylindrical portions 34 including the fixing screw portions 31, and the two first cylindrical portions 33 are used. As a second tubular portion 35, straight tubular pipe members (cylinders) 60c and 60e are used.

これらの支持具3A〜3Fのうち、直管状のパイプ材(筒材)を利用する支持具3B〜3Fでは、例えば樹脂製パイプ材のような廉価品を選択、使用できるため、製造コストが低く、実用的価値が極めて高い。   Of these supports 3A to 3F, in support tools 3B to 3F using a straight pipe material (cylinder material), for example, a low-priced product such as a resin pipe material can be selected and used, so that the manufacturing cost is low. The practical value is extremely high.

図4に示される支持具3Gの本体30は、前記図3(f)の支持具3Fと同様に、2箇所の中央筒部34として、円盤プレート[31']を樹脂で覆った構造が用いられているが、一方側には位置される第1筒部33の途中に略鍔状の断熱材押さえ部材36が嵌め付けられている。
前記断熱材押さえ部材36は、図5に示すように一方側の型枠1'として用いられる断熱材(兼用)のコンクリート打設空間側に沿うように配される。
The main body 30 of the support tool 3G shown in FIG. 4 has a structure in which the disk plate [31 ′] is covered with resin as the two central cylindrical portions 34, like the support tool 3F of FIG. 3 (f). However, a substantially bowl-shaped heat insulating material pressing member 36 is fitted in the middle of the first cylindrical portion 33 positioned on one side.
As shown in FIG. 5, the heat insulating material pressing member 36 is disposed along the concrete placement space side of the heat insulating material (combined) used as the mold 1 ′ on one side.

前記構成の支持具3Gにより、コンクリート壁を施工する一例を図示実施例を用いて説明する。
まず、図5(a)に示すように、第1筒部33、中央筒部34、第2筒部35、中央筒部34、第1筒部33を直列状に連結して予め通孔を穿設しておいた型枠間1',2の所定位置に取り付ける。なお、8Eは、コーン状の保持部材である。
そして、形成した本体30の貫通孔32に、連結用棒状部材4を配設して一方側及び他方側の型枠1',2から突出させて図示しない押え具にて固定して型枠1,2間にコンクリート打設空間が形成される。
An example of constructing a concrete wall with the support 3G having the above-described configuration will be described with reference to the illustrated embodiment.
First, as shown to Fig.5 (a), the 1st cylinder part 33, the center cylinder part 34, the 2nd cylinder part 35, the center cylinder part 34, the 1st cylinder part 33 are connected in series, and a through-hole is beforehand formed. Attach to the predetermined positions 1 'and 2 between the punched molds. In addition, 8E is a cone-shaped holding member.
Then, the connecting rod-like member 4 is disposed in the formed through hole 32 of the main body 30, protrudes from the mold frames 1 ′ and 2 on the one side and the other side, and is fixed by a presser (not shown). , 2 forms a concrete placement space.

この状態で前記コンクリート打設空間にコンクリート7を打設し、その硬化後に図示しない押さ具や型枠2を取り除いた状態を図5(b)に示した。
そして、本体30はコンクリート7に埋設されるが、その内部(貫通孔32)には、連結用棒状部材4が配設されているため、本体30はズレ動くことなく所定の位置に保持される。
なお、一方側の型枠1'は、前述のように断熱材(兼用)であって、取り外さない捨て型枠であるが、他方側の型枠2は、他の参考例や実施例と同様にコンクリート7の硬化後に取り外した状態を示している。
FIG. 5B shows a state in which the concrete 7 is placed in the concrete placement space in this state, and the pressing tool and the mold 2 (not shown) are removed after the concrete is cured.
The main body 30 is embedded in the concrete 7. Since the connecting rod-like member 4 is disposed in the inside (through hole 32), the main body 30 is held at a predetermined position without moving. .
Note that the mold 1 'on one side is a heat insulating material (also used) as described above and is a discarded mold that is not removed, but the mold 2 on the other side is the same as in other reference examples and examples. Fig. 5 shows a state where the concrete 7 is removed after being hardened.

その後、図5(c)に示すように、連結用棒状部材4を本体30の貫通孔32から抜き出し、同時に保持部材8Eも取り除いた。   Thereafter, as shown in FIG. 5C, the connecting rod-like member 4 was extracted from the through hole 32 of the main body 30, and the holding member 8E was also removed at the same time.

図5(d)は、一方側から固定用棒状部材5を貫通孔32に挿入して固定用螺子部31に螺合させた状態を示している。さらに一方側の型枠1'から突出させた前記固定用棒状部材5の突出部分に、調整金具8Bを介して垂木8Aを取り付け、外装材8Dを取り付けた。   FIG. 5D shows a state in which the fixing rod-like member 5 is inserted into the through hole 32 from one side and screwed into the fixing screw portion 31. Further, a rafter 8A was attached to the protruding portion of the fixing rod-like member 5 protruding from the mold 1 'on one side via an adjustment fitting 8B, and an exterior material 8D was attached.

図6(a)は、高強度仕様の一例を示すものであって、一方側から固定用棒状部材5'を貫通孔32に挿入して固定用螺子部31に螺合させる点では同様であるが、この支持具3Gには、2箇所の中央筒部34が形成されているので、固定用棒状部材5'はこれらの2箇所の中央筒部34に形成された固定用螺子部31,31にそれぞれ螺合させている。
この実施例で用いられた固定用棒状部材5'は、前記実施例における固定用棒状部材5に比べて長いものが用いられているが、2箇所にて支持されているため、アンカー材としての強度が極めて高いものとなる。
FIG. 6A shows an example of a high strength specification, which is the same in that the fixing rod-like member 5 ′ is inserted into the through hole 32 from one side and screwed into the fixing screw portion 31. FIG. However, since two central cylindrical portions 34 are formed on the support 3G, the fixing rod-like member 5 'is fixed to the fixing screw portions 31, 31 formed on the two central cylindrical portions 34. Are screwed together.
The fixing rod-shaped member 5 ′ used in this embodiment is longer than the fixing rod-shaped member 5 in the above embodiment, but is supported at two places, so The strength is extremely high.

図6(b)は、一方側を室外側、他方側と室内側とした場合に、他方側である室内側にアングル9を用いた仕様の一例を示すものである。
すなわち、コンクリート7が硬化した後、一方側から固定用棒状部材5を貫通孔32に挿入して固定用螺子部31に螺合させると共に、他方側からも固定用棒状部材5を貫通孔32に挿入して固定用螺子部31に螺合させる。そして、一方側の表面から突出させた前記固定用棒状部材5の突出部分に、調整金具8Bを介して垂木8Aを取り付け、外装材8Dを取り付け、他方側の表面から突出させた前記固定用棒状部材5の突出部分には、L字状のアングル9を取り付けた。
このようにアングル等を取り付け可能とすることで室内側の壁面に建具等の各種部材や支持具、もしくは内壁の化粧材等を直接もしくは間接的に取り付けることができ、家具や階段、転倒防止等を容易に据え付けることができる。また、本実施例ではL字状のアングル9を固定用棒状部材5に取り付けたが家具等を取り付けや支持するための基材であればL字状に限らず様々な形状を取り付けることができる。さらにアングル等を介することなく固定用棒状部材5に直接取り付けるものであってもよい。
一方、室外側のコンクリート面には、図示の外装材の他、点検用や避難用の梯子を取り付けるようにしてもよい。
FIG. 6B shows an example of the specification using the angle 9 on the indoor side which is the other side when one side is the outdoor side and the other side and the indoor side.
That is, after the concrete 7 is hardened, the fixing bar 5 is inserted into the through hole 32 from one side and screwed into the fixing screw 31, and the fixing bar 5 is also inserted into the through hole 32 from the other side. Insert and screw into the fixing screw 31. Then, the rafter 8A is attached to the protruding portion of the fixing bar-like member 5 protruding from the surface on one side via the adjustment fitting 8B, the exterior material 8D is attached, and the fixing bar-like shape protruding from the surface on the other side. An L-shaped angle 9 was attached to the protruding portion of the member 5.
In this way, by making it possible to attach an angle etc., various members such as joinery and supports, or interior wall cosmetics, etc. can be directly or indirectly attached to the wall surface on the indoor side, furniture, stairs, etc. Can be installed easily. Further, in this embodiment, the L-shaped angle 9 is attached to the fixing rod-shaped member 5, but various shapes can be attached as long as it is a base material for attaching or supporting furniture or the like. . Furthermore, you may attach directly to the fixing rod-shaped member 5 without passing through an angle or the like.
On the other hand, on the outdoor concrete surface, in addition to the illustrated exterior material, a ladder for inspection or evacuation may be attached.

本発明のコンクリート壁の施工構造の一参考例を示す断面図である。It is sectional drawing which shows one reference example of the construction structure of the concrete wall of this invention. 図1に用いられた支持具の施工方法の一部を示す断面図であり、(a)型枠間に支持具を取り付けた状態を示す断面図、(b)支持具の分解分解図、(c)コンクリートを打設する状態を示す断面図、(d)連結用棒状部材を抜き出した状態を示す断面図、(e)固定用棒状部材を挿着した状態を示す断面図である。It is sectional drawing which shows a part of construction method of the support tool used for FIG. 1, (a) Sectional drawing which shows the state which attached the support tool between mold forms, (b) The exploded view of a support tool, c) A cross-sectional view showing a state in which concrete is placed, (d) a cross-sectional view showing a state where a connecting bar-like member is extracted, and (e) a cross-sectional view showing a state where a fixing bar-like member is inserted. (a)〜(e)支持具の他の参考例を示す断面図、(f)支持具の一実施例をを示す断面図である。(A)- (e) It is sectional drawing which shows the other reference example of a support tool, (f) It is sectional drawing which shows one Example of a support tool . (a)支持具の本体の他の実施例の一部を示す分解斜視図、(b)それらを連結した状態を示す斜視図である。(A) It is a disassembled perspective view which shows a part of other Example of the main body of a support tool, (b) It is a perspective view which shows the state which connected them. (a)型枠間に図4の支持具を取り付けた状態を示す断面図、(b)コンクリートを打設して他方側の型枠を取り外した状態を示す断面図、(c)連結用棒状部材を抜き出した状態を示す断面図、(d)固定用棒状部材を挿着した状態を示す断面図である。(A) A cross-sectional view showing a state in which the support of FIG. 4 is attached between the molds, (b) a cross-sectional view showing a state in which the concrete is placed and the other formwork is removed, (c) a connecting rod shape It is sectional drawing which shows the state which extracted the member, (d) It is sectional drawing which shows the state which inserted the rod-shaped member for fixation. (a)図4の支持具を高強度仕様に用いる一態様を示す断面図、(b)図4の支持具を、室内側にアングルを用いた仕様に用いる一態様を示す断面図である。(A) It is sectional drawing which shows the one aspect | mode which uses the support tool of FIG. 4 for a high intensity | strength specification, (b) It is sectional drawing which shows the one aspect | mode using the support tool of FIG.

符号の説明Explanation of symbols

1 (一方側の)型枠
2 (他方側の)型枠
3 支持具
31 固定用螺子部
32 貫通孔
4 連結用棒状部材
5 固定用棒状部材
DESCRIPTION OF SYMBOLS 1 (One side) Formwork 2 (Other side) Formwork 3 Support tool 31 Fixing screw part 32 Through-hole 4 Connecting rod-shaped member 5 Fixing rod-shaped member

Claims (3)

一方側及び他方側の型枠間の間隔を保持してコンクリート壁を施工するための支持具であって、
前記支持具は、複数の固定用螺子部を有すると共に、一方側から他方側まで貫通する貫通孔を有する本体と、連結用棒状部材と、前記連結用棒状部材より大径の固定用棒状部材とからなり、
前記貫通孔は、固定用棒状部材、連結用棒状部材が挿通可能であって、前記固定用棒状部材は、前記固定用螺子部に螺合可能であることを特徴とするコンクリート壁の施工用支持具。
A support for constructing a concrete wall while maintaining a space between the molds on one side and the other side,
The support has a plurality of fixing screw portions, a main body having a through-hole penetrating from one side to the other side, a connecting rod-shaped member, and a fixing rod-shaped member having a diameter larger than that of the connecting rod-shaped member. Consists of
The through-hole can be inserted with a fixing rod-shaped member and a connecting rod-shaped member, and the fixing rod-shaped member can be screwed into the fixing screw portion. Ingredients.
一方側及び他方側の型枠間に請求項1に記載の支持具を配して施工したコンクリート壁の施工構造であって、
前記型枠間に、本体を配してコンクリートを打設し、該コンクリートに埋設された前記本体の貫通孔に固定用棒状部材を挿着して固定用螺子部に螺合させたことを特徴とするコンクリート壁の施工構造。
A construction structure of a concrete wall constructed by arranging the support according to claim 1 between one side and the other side of the formwork,
A main body is disposed between the molds, concrete is placed therein, a fixing rod-like member is inserted into a through hole of the main body embedded in the concrete, and is screwed into a fixing screw portion. A concrete wall construction structure.
一方側及び他方側の型枠間に請求項1に記載の支持具を取り付けてコンクリートを打設してコンクリート壁を施工するコンクリート壁の施工方法であって、
前記型枠間に本体を取り付ける工程と、コンクリートを打設する工程と、コンクリートの硬化後に、連結用棒状部材を本体の貫通孔から抜き出す工程と、この貫通孔に固定用棒状部材を挿着して固定用螺子部に螺合させる工程と、からなることを特徴とするコンクリート壁の施工方法。
A concrete wall construction method in which a concrete wall is constructed by placing the support according to claim 1 between one side and the other side of the formwork and placing concrete.
A step of attaching the main body between the molds, a step of placing concrete, a step of extracting the connecting bar-like member from the through-hole of the main body after the concrete is hardened, and a fixing bar-like member being inserted into the through-hole A concrete wall construction method comprising: a step of screwing into a fixing screw portion.
JP2008174645A 2008-07-03 2008-07-03 Concrete wall construction support, concrete wall construction structure, and construction method thereof Active JP5392456B2 (en)

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