JP2011026884A - Opening part construction method, and construction method for concrete wall provided with opening part - Google Patents

Opening part construction method, and construction method for concrete wall provided with opening part Download PDF

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JP2011026884A
JP2011026884A JP2009175195A JP2009175195A JP2011026884A JP 2011026884 A JP2011026884 A JP 2011026884A JP 2009175195 A JP2009175195 A JP 2009175195A JP 2009175195 A JP2009175195 A JP 2009175195A JP 2011026884 A JP2011026884 A JP 2011026884A
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opening
frame
concrete
fixture
construction method
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JP5453646B2 (en
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Gantan Funaki
元旦 舩木
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Funaki Shoji KK
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Funaki Shoji KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an opening part construction method for forming various opening parts for a window frame or the like, when constructing a concrete wall by a concrete form construction method, and a construction method for the concrete wall provided the opening part. <P>SOLUTION: Frame bodies 1U, 1S, 1H, 1M are arranged to constitute the opening part A, a space holding member 5 is penetrated through a locking hole 211 provided in an attaching tool 2, a head part 21 of the attaching tool 2 is projected from a reverse face side of the frame bodies 1U, 1S, 1H, 1M to a surface side thereof, and a fastener 3 is attached to the projected head part 21 on surfaces of the frame bodies 1U, 1S, 1H, 1M, to be fixed therein. <P>COPYRIGHT: (C)2011,JPO&amp;INPIT

Description

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、窓枠等の各種の開口部を形成するための開口部の構築方法、及び開口部を備えるコンクリート壁の施工方法に関する。   The present invention relates to a method for constructing an opening for forming various openings such as window frames and the like, and a method for constructing a concrete wall provided with an opening.

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し、該打設空間にコンクリートを打設して外壁を施工する工法であり、この打設空間を維持するために、各種の間隔保持部材(セパレータ)が用いられている。   Conventionally, concrete formwork methods (including those in which a heat insulating layer is formed) form a formwork with plywood or the like to form a concrete placement space, and concrete is placed in the placement space to construct an outer wall. In order to maintain this placement space, various spacing members (separators) are used.

壁体に窓枠等の各種の開口部を形成する場合には、木製の開口型枠を釘打ち等にてコンクリートの打設空間を構成する枠体に固定していた。
また、特許文献1では、セパレータ2、アタッチメント3、締結部材4から構成される固定保持具5によって開口型枠1を型枠パネル8a,8b間(コンクリートの打設空間)に固定する提案がなされている。
When various openings such as window frames are formed on the wall, a wooden opening mold is fixed to the frame constituting the concrete placement space by nailing or the like.
In Patent Document 1, a proposal is made to fix the opening mold 1 between the mold panels 8a and 8b (concrete placement space) by a fixing holder 5 including the separator 2, the attachment 3, and the fastening member 4. ing.

登録実用新案第3038059号公報Registered Utility Model No. 3038059

しかしながら、前記特許文献1の工法では、コンクリート硬化後にフォームタイ・型枠(型枠パネル8a,8b)を除去し、その後に開口型枠1を取り外すため、型枠を除去(フォームタイの取り外し)が行わなければ開口型枠1を取り外すことができないという問題があった。
また、この工法に用いられる固定保持具5やセパレータ2は、特殊品であって、一般に使用されるセパレータを転用できないという問題もあった。
さらに、コンクリート建築物にあっては、壁体の仕上げ等の施工性の観点から型枠を取り外さない兼用型枠(型枠を仕上げ材として用いるか仕上げ材の一部とする)が採用されているが、この工法は、そのような兼用型枠には転用ができないという問題もあった。
そこで、本発明は、前述のような問題を全く生ずることなく、施工性に優れている開口部の構築方法、及び開口部を備えるコンクリート壁の施工方法を提供することを目的とする。
However, in the construction method of Patent Document 1, the form tie and the formwork (formwork panels 8a and 8b) are removed after the concrete is hardened, and then the opening formwork 1 is removed, so that the formwork is removed (removal of the form tie). There was a problem that the opening mold 1 could not be removed unless this was done.
Further, the fixing holder 5 and the separator 2 used in this construction method are special products, and there is a problem that a commonly used separator cannot be diverted.
Furthermore, in concrete buildings, dual-purpose formwork (using the formwork as a finishing material or as a part of the finishing material) that does not remove the formwork is adopted from the viewpoint of workability such as finishing of the wall. However, this method also has a problem that it cannot be diverted to such a combined formwork.
Then, an object of this invention is to provide the construction method of the opening part which is excellent in workability, and the construction method of a concrete wall provided with an opening part, without producing the above problems at all.

本発明は、上記に鑑み提案されたもので、開口部を構成する枠体を配すると共に、間隔保持部材を、取付具に設けた係止穴に貫通させ、前記取付具の頭部を前記枠体の裏面側から表面側に突出させ、その突出させた頭部に前記枠体の表面にて留め具を取り付けて固定することを特徴とする開口部の構築方法に関するものである。   The present invention has been proposed in view of the above, and arranges a frame that constitutes the opening, and allows a spacing member to pass through a locking hole provided in the fixture, so that the head of the fixture is The present invention relates to a method for constructing an opening, characterized by projecting from the rear surface side of the frame body to the front surface side, and attaching and fixing a fastener to the projecting head on the surface of the frame body.

また、本発明は、前記開口部の構築方法において、開口部を構成する枠体は、それぞれ一方のみが解放する枠体(略U字状枠)であって、それぞれ開放部分を内側に向けて配することを特徴とする開口部の構築方法をも提案する。   In the construction method of the opening according to the present invention, each of the frames constituting the opening is a frame (substantially U-shaped frame) that is released only by one side, and each of the open portions faces inward. We also propose a method for constructing the opening, which is characterized by being arranged.

さらに、本発明は、一方側及び他方側の型枠間に開口部を構成する枠体を配して施工するコンクリート壁の施工方法をも提案するものであり、開口部を構成する枠体をコンクリート打設空間内に配すると共に、コンクリート打設空間の一方側から他方側に至る間隔保持部材を、取付具に設けた係止穴に貫通させ、前記取付具の頭部を前記枠体の裏面側から表面側に突出させ、その突出させた頭部に前記枠体の表面にて留め具を取り付けて固定し、この状態でコンクリートを打設することを特徴とする開口部を備えるコンクリート壁の施工方法をも提案する。   Furthermore, the present invention also proposes a method for constructing a concrete wall in which a frame body that constitutes an opening portion is arranged between the molds on one side and the other side, and the frame body that constitutes the opening portion is proposed. A spacing member extending from one side of the concrete placement space to the other side is passed through a locking hole provided in the fixture, and the head of the fixture is attached to the frame body. A concrete wall provided with an opening characterized by projecting from the back side to the front side, attaching and fixing a fastener to the projecting head on the surface of the frame, and placing concrete in this state The construction method is also proposed.

また、本発明は、前記開口部を備えるコンクリート壁の施工方法において、型枠の何れか一方又は両方が断熱材及び/又は外装仕上材を兼用することを特徴とする開口部を備えるコンクリート壁の施工方法をも提案する。   Moreover, this invention is a construction method of the concrete wall provided with the said opening part, either one or both of a formwork is combined with a heat insulating material and / or exterior finishing material, The concrete wall provided with the opening part characterized by the above-mentioned A construction method is also proposed.

また、本発明は、前記開口部を備えるコンクリート壁の施工方法において、間隔保持部材は、コンクリート打設空間内で分離可能であって、螺合手段で接続される複数の間隔保持部材にて構成され、一方側に配される第1部材は、少なくとも棒状部材を備え、一方側の端部が型枠に保持され、他方側に配される第2部材は、コンクリート打設空間内に位置する部分が筒状部材で包囲され、コンクリート打設後に抜き取り可能であることを特徴とする開口部を備えるコンクリート壁の施工方法をも提案する。   Further, the present invention provides a method for constructing a concrete wall having the opening, wherein the interval holding member is separable in the concrete placing space and is constituted by a plurality of interval holding members connected by screwing means. The first member disposed on one side includes at least a rod-shaped member, the end on one side is held by the formwork, and the second member disposed on the other side is located in the concrete placement space. A method for constructing a concrete wall having an opening is also proposed, characterized in that the portion is surrounded by a cylindrical member and can be extracted after placing the concrete.

本発明の開口部の構築方法、及び開口部を備えるコンクリート壁の施工方法は、開口部を構成する枠体が取付具及び留め具により間隔保持部材に一体的に取り付けられているので、コンクリート壁の施工と同時に開口部を構築することができる。
そして、枠体は、前述の従来工法のように間隔保持部材に直接的に固定されているものではなく取付具及び留め具により間接的に固定されているので、仮に取り外して別の枠材を取り付ける場合にも型枠の取り外しを待たずに施工を行うことができる。
また、一般的な間隔保持部材をそのまま用いることができるので、実用的価値が高い。
さらに、型枠を取り外さない兼用型枠とする工法にも容易に適用することができる。
また、枠体の保持には、強大な力が加えられるものではないので、変形等を生ずることがなく、安定に保持されるものとなる。
In the method for constructing the opening and the method for constructing the concrete wall having the opening according to the present invention, the frame constituting the opening is integrally attached to the spacing member by the fixture and the fastener. The opening can be constructed simultaneously with the construction.
And since the frame is not fixed directly to the interval holding member as in the above-described conventional method, but is indirectly fixed by the fixture and the fastener, it is temporarily removed and another frame material is removed. Even in the case of attachment, construction can be performed without waiting for removal of the formwork.
Moreover, since a general space | interval holding member can be used as it is, practical value is high.
Furthermore, the present invention can be easily applied to a method for forming a combined mold without removing the mold.
In addition, since a strong force is not applied to the holding of the frame body, the frame body is stably held without causing deformation or the like.

また、開口部を構成する枠体が、それぞれ一方のみが解放する枠体であって、それぞれ開放部分を内側に向けて配する場合、一つ一つの枠体の強度(耐曲げ性など)が高く、高強度の開口部が構築されるものとなる。   In addition, when each of the frames constituting the opening is a frame that only one of the frames is released and each has an open portion facing inward, the strength of each frame (bending resistance, etc.) A high and high strength opening will be constructed.

また、型枠の何れか一方又は両方が断熱材及び/又は外装仕上材を兼用する場合には、捨て型枠として利用するものであって、コンクリートの打設養生を待って型枠を取り外したり、新たに断熱材や外装仕上げ材を取り付ける必要がなく、養生の完了と同時に外壁が構築されるものとなる。そのため、施工の手間が著しく省けると共に時間的にも極めて無駄が少ない施工となる。   In addition, when either or both of the molds are also used as heat insulating materials and / or exterior finishing materials, they are used as discarded molds, and the molds can be removed after waiting for the concrete to be cured. There is no need to install a new heat insulating material or exterior finishing material, and the outer wall is constructed simultaneously with the completion of curing. Therefore, the construction work can be saved significantly and the construction is extremely wasteful in terms of time.

さらに、間隔保持部材がコンクリート打設空間内で分離可能であって、螺合手段で接続される複数の間隔保持部材にて構成され、一方側に配される第1部材は、少なくとも棒状部材を備え、一方側の端部が型枠に保持され、他方側に配される第2部材は、コンクリート打設空間内に位置する部分が筒状部材で包囲され、コンクリート打設後に抜き取り可能である場合、コンクリート打設後には、一方側の第1部材が型枠を保持することができ、墨出しを行う必要もなく、作業性が優れ、さらに、他方側に配された第2部材を抜き出して繰り返し利用することができ、第2部材が無駄にならず、断熱性能が損なわれることもないものである。また、他方側に配される第2部材は、筒状部材で包囲したので、コンクリートと接触することなく配され、コンクリートの打設、硬化後に第2部材を容易に抜き出すことができる。さらに、他方側に配された第2部材を抜き出すため、一方側の第1部材をつたって冷熱が他方側へ伝熱されても、それ以上の冷熱の伝わり(冷熱橋)が遮断されて断熱性能が高い。   Further, the spacing member is separable in the concrete placement space, and is composed of a plurality of spacing members connected by screwing means, and the first member arranged on one side includes at least a rod-shaped member. The second member disposed on the other side of the second member, which is held on the other side of the second member, is surrounded by a cylindrical member and can be extracted after placing the concrete. In this case, after placing concrete, the first member on one side can hold the formwork, there is no need to inking, the workability is excellent, and the second member arranged on the other side is extracted. The second member is not wasted and the heat insulation performance is not impaired. Moreover, since the 2nd member distribute | arranged to the other side was enclosed by the cylindrical member, it is distribute | arranged without contacting concrete and a 2nd member can be easily extracted after placement and hardening of concrete. Furthermore, in order to extract the second member arranged on the other side, even if cold heat is transferred to the other side through the first member on one side, further transmission of the cold heat (cooling bridge) is cut off and insulated. High performance.

(a)本発明における開口部の上辺に相当する部分を示す側断面図、(b)開口部の下辺に相当する部分を示す側断面図、(c)開口部の左辺に相当する部分を示す上方から見た断面図、(d)開口部の右辺に相当する部分を示す上方から見た断面図である。(A) A side sectional view showing a portion corresponding to the upper side of the opening in the present invention, (b) a side sectional view showing a portion corresponding to the lower side of the opening, and (c) showing a portion corresponding to the left side of the opening. It is sectional drawing seen from the top, (d) It is sectional drawing seen from the upper part which shows the part corresponded on the right side of an opening part. (a)用いた取付具の拡大正面図、拡大平面図、拡大側面図、(b)留め具の拡大正面図、拡大平面図、(c)枠体に対する取付具と留め具の取り付け状況を示す拡大斜視図である。(A) An enlarged front view, an enlarged plan view, an enlarged side view of the used fixture, (b) An enlarged front view and an enlarged plan view of the fastener, and (c) An attachment state of the fixture and the fastener to the frame. It is an expansion perspective view. 本発明により型枠に開口部を構成する枠体を取り付けた状態を透視状に示す斜視図である。It is a perspective view which shows the state which attached the frame which comprises an opening part to a formwork by this invention in a perspective form. (a)本発明における開口部の上辺に相当する部分において、コンクリートを打設する直前の状態を示す拡大側断面図、(b)コンクリートの打設後に、間隔保持部材の第2部材の一部を抜き出した状態を示す拡大断面図である。(A) An enlarged side sectional view showing a state immediately before placing concrete in a portion corresponding to the upper side of the opening in the present invention, (b) a part of the second member of the spacing member after placing concrete. It is an expanded sectional view which shows the state which extracted. コンクリート壁の開口部を備えない一般部を示す側断面図である。It is a sectional side view which shows the general part which is not provided with the opening part of a concrete wall.

本発明の開口部の構築方法は、開口部を構成する枠体を配すると共に、該枠体をセパレータと称する間隔保持部材に取り付けて例えば一方側及び他方側の型枠間に形成されるコンクリートの打設空間に固定するものである。なお、開口部を構成する枠体とは、開口部分(空間部)を囲むように枠体を配して開口側縁を形成することを意味している。
そして、この開口部の形状については、特に限定するものではなく、例えば矩形状の開口部を形成する場合には、その上辺、下辺、左辺、右辺にそれぞれ相当する部分にそれぞれ直線状の枠体を配せばよく、また例えばその上辺に相当する部分に屈曲状、アーチ状の枠体を配するようにしてもよい。そして、各枠体は、取付具及び留め具を介して間隔保持部材に取り付ければよく、このように矩形状の開口部に限らず、任意形状の開口部の構築を容易に行うことができる。
The opening construction method of the present invention is a concrete formed between a mold on one side and the other side by arranging a frame constituting the opening and attaching the frame to a spacing member called a separator. It is fixed to the installation space. The frame constituting the opening means that the frame is arranged so as to surround the opening (space part) to form the opening side edge.
The shape of the opening is not particularly limited. For example, in the case of forming a rectangular opening, a linear frame is provided in each of the portions corresponding to the upper side, the lower side, the left side, and the right side. In addition, for example, a bent or arched frame may be provided in a portion corresponding to the upper side. And each frame should just be attached to a space | interval holding member via an attachment tool and a fastener, and can construct | assemble the opening part of arbitrary shapes not only in a rectangular opening part in this way.

前記枠体は、特に材質やその形状について何等限定するものではなく、例えば材質は、木製でもよいし、金属(アルミを含む)でもよい。また形状は、平板状でもよいし、屈曲面状でも、湾曲面状でもよい。特に断面ロ字状、断面U字状(コ字状)等の耐曲げ性の高い枠体を用いると、高強度の開口部が構築されるため、望ましい。
また、これらの枠体は、コンクリートの硬化後もそのまま利用してもよいが、取り外して別の枠材を取り付けるようにしてもよい。
なお、このように枠体の形状については、特に限定しないが、開口部分を囲むように配して開口側縁を形成するためには、枠体の周辺が型枠もしくは他の枠体と接触(当接)し、コンクリート打設時に当該接触部分からコンクリートの流出を防ぐ構成であればよい。また、その場合、接触部分に継ぎ部材やシール部材を介在させてもよい。
The frame body is not particularly limited in terms of the material and its shape. For example, the material may be wooden or metal (including aluminum). Further, the shape may be a flat plate shape, a bent surface shape, or a curved surface shape. In particular, it is preferable to use a frame body with high bending resistance such as a cross-section of a square shape or a U-shape (a U-shape), because a high-strength opening is constructed.
Moreover, although these frame bodies may be used as they are after the concrete is hardened, they may be detached and attached with other frame materials.
The shape of the frame body is not particularly limited as described above, but the periphery of the frame body is in contact with the formwork or other frame body in order to form the opening side edge so as to surround the opening portion. (Contact | abutting) and the structure which prevents the outflow of concrete from the said contact part at the time of concrete placement should just be used. In that case, a joint member or a seal member may be interposed in the contact portion.

特に一方のみが解放する枠体、すなわち断面が略U字状の枠体とし、それぞれ開放部分を内側に向けて配した場合には、前述のように高強度の開口部が構築されるという利点がある。   Particularly when only one of the frames is opened, that is, when the cross section is a substantially U-shaped frame and each of the open portions is directed inward, an advantage is that a high-strength opening is constructed as described above. There is.

前記取付具は、間隔保持部材が貫通する係止穴を備え、その頭部には留め具が取り付ける構成であって、その材質を限定するものではなく、ピース状の金属成形材でもよいし、樹脂成形材でもよい。また、この取付具は、その先端(頭部)が前記枠体の裏面側から表面側に突出するように配設される。例えば先端(頭部)を雄ねじ加工してもよい。その場合、留め具がナットになる。   The fixture is provided with a locking hole through which the interval holding member passes, and the fastener is attached to the head of the fixture, and the material is not limited, and a piece-shaped metal molding material may be used. A resin molding material may be used. Moreover, this fixture is arrange | positioned so that the front-end | tip (head) may protrude from the back surface side of the said frame to the surface side. For example, the tip (head) may be externally threaded. In that case, the fastener becomes a nut.

前記留め具は、前記取付具の頭部に取り付けられる構成であって、前記取付具と同様にその材質を限定するものではなく、ピース状の金属成形材でもよいし、樹脂成形材でもよい。
前記取付具の頭部に留め具を取り付ける手段としては、特に限定するものではないが、後述する図示実施例のように取付具の頭部に孔(取付孔)を設けて該取付孔に留め具を挿着するようにしてもよいし、前述のように取付具の頭部を雄ねじ加工した場合にはナットでもよい。
The said fastener is a structure attached to the head of the said fixture, Comprising: The material is not limited like the said fixture, A piece-shaped metal molding material may be sufficient and a resin molding material may be sufficient.
The means for attaching the fastener to the head of the fixture is not particularly limited, but a hole (attachment hole) is provided in the head of the fixture as shown in the illustrated embodiment to be described later, and is fastened to the attachment hole. A tool may be inserted, or a nut may be used when the head of the fixture is machined as described above.

前記間隔保持部材は、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部材であって、コンクリート打設空間内で分離可能であって、螺合手段で接続される複数の間隔保持部材にて構成されることが望ましい。さらに、この間隔保持部材は、一方側に配される部材は、少なくとも棒状部材を備え、一方側の端部が型枠に保持され、他方側に配される部材は、コンクリート打設空間内に位置する部分が筒状部材で包囲され、コンクリート打設後に抜き取り可能であることが望ましい。   The interval holding member is a member for constructing a concrete wall while maintaining an interval between the molds on one side and the other side, and is separable in the concrete placement space, and is connected by screwing means. It is desirable to be configured with a plurality of spacing members. Further, in the gap holding member, the member arranged on one side includes at least a rod-like member, the end on one side is held by the mold, and the member arranged on the other side is in the concrete placement space. It is desirable that the portion to be positioned is surrounded by a cylindrical member and can be extracted after placing the concrete.

前記間隔保持部材の望ましい態様において、間隔保持部材を構成する各部材が螺合手段で接続される場合、何れか一方の端部に雌螺子部を形成し、他方の端部に雄螺子部を形成すればよい。雌螺子部としては、例えば六角ナット、高ナット、異径ナット等のナット類、ボルト等の棒状部材の頭部に雌ねじを切った特殊ボルトなどを使用してもよく、例えば雄螺子部としては、前記雌螺子部に螺合するボルトの先端を使用すればよい。
そして、コンクリートの打設時には、各部材は、上記の螺合手段により一体状に接続(連結)され、一方側及び他方側の型枠間が均一な間隔となるように配設される。コンクリートの打設、硬化後には、これらの各部材を分離して他方側に配された第2部材のみを抜き出す。すなわち一方側に配される第1部材は、コンクリートの打設後もコンクリート壁内に残存して埋設され、型枠を保持する機能を果たし、他方側に配される第2部材は、コンクリートの打設、硬化後に抜き出して繰り返し利用することができる。
In a desirable mode of the spacing member, when each member constituting the spacing member is connected by screwing means, a female screw portion is formed at one end portion, and a male screw portion is formed at the other end portion. What is necessary is just to form. As the female screw portion, for example, nuts such as hexagon nuts, high nuts, different diameter nuts, special bolts in which a female screw is cut at the head of a rod-like member such as a bolt may be used. For example, as the male screw portion, The tip of a bolt that is screwed into the female screw portion may be used.
At the time of placing the concrete, the members are integrally connected (connected) by the above-described screwing means, and are disposed so that the one side and the other side of the mold form are evenly spaced. After the concrete is placed and hardened, these members are separated and only the second member arranged on the other side is extracted. That is, the first member arranged on one side remains buried in the concrete wall even after the concrete is placed and functions to hold the formwork, and the second member arranged on the other side is made of concrete. It can be extracted and used repeatedly after casting and curing.

また、前記型枠としては、合板(木質)、FRP等の強化プラスチックボード、断熱材(兼用)、外装仕上げ材(兼用)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。また、型枠の何れか一方又は両方が、断熱材や外装仕上材を兼用する場合には、捨て型枠として利用するものであって、施工の手間が著しく省け、時間的にも極めて無駄が少ない施工となる。   Moreover, as said formwork, there exist reinforced plastic boards, such as plywood (woody) and FRP, a heat insulating material (combination), and exterior finishing material (combination). When a reinforced plastic board such as FRP is used, it can be removed and reused after placing concrete. In addition, when either or both of the molds are also used as heat insulating materials or exterior finishing materials, they are used as discarded molds, which saves a lot of work and is extremely wasteful in terms of time. Less construction.

図1は、開口部Aの四辺に相当する部分を示す断面図であり、図1(a),(b)は開口部Aの上辺及び下辺に相当する部分を側方から見た断面状況を示し、図1(c),(d)は開口部Aの左辺及び右辺に相当する部分を上方から見た断面状況を示している。
開口部Aを構成する4つの枠体1(各枠体を特定せずに指す場合に1と表記する)は、当然のことながらコンクリート壁の厚みに相当する幅寸法を有し、図示実施例では、図3に示すように縦長の矩形状の開口部Aを構築するので、上辺に相当する部分に配設する枠体1U及び下辺に相当する部分に配設する枠体1Sは、同一の長さ寸法を有し、左辺に相当する部分に配設する枠体1H及び右辺に相当する部分に配設する枠体1Mは、同一の長さ寸法を有する。
FIG. 1 is a cross-sectional view showing portions corresponding to the four sides of the opening A, and FIGS. 1A and 1B are cross-sectional views of the portions corresponding to the upper and lower sides of the opening A viewed from the side. FIGS. 1C and 1D show a cross-sectional view of a portion corresponding to the left and right sides of the opening A as viewed from above.
The four frame bodies 1 constituting the opening A (denoted as 1 when each frame body is specified without being specified) have a width dimension corresponding to the thickness of the concrete wall as a matter of course. Then, as shown in FIG. 3, since the vertically long rectangular opening A is constructed, the frame body 1U disposed in the portion corresponding to the upper side and the frame body 1S disposed in the portion corresponding to the lower side are the same. The frame body 1H disposed in the portion corresponding to the left side and the frame body 1M disposed in the portion corresponding to the right side have the same length dimension.

前記枠体1U,1Sは同一部材であって、また前記枠体1H,1Mは同一部材であって、それぞれ配設方向が真逆になっているものである。したがって、これらの枠体1U,1S,1H,1Mは、例えば略水平状の横面部11の左右端が一方側へ略垂直状に立ち上がって縦面部12,12となり、その先端が内側へ延在する構成の鋼材又は樹脂成型品などを適宜長さ寸法にて切断して容易に作製することができる。
また、これらの枠体1U,1S,1H,1Mの横面部11の幅方向の略中央には、後述する取付具2の頭部21を挿通させる通孔111が形成されている。なお、この通孔111は、図3に示すように枠体1U,1Sでは長さ方向の略中央(1箇所)に、枠体1H,1Mでは長さ方向を略均等分割した3箇所に設けられている。
The frame bodies 1U and 1S are the same members, and the frame bodies 1H and 1M are the same members, and the arrangement directions are respectively opposite to each other. Accordingly, in these frames 1U, 1S, 1H, 1M, for example, the left and right ends of the substantially horizontal lateral surface portion 11 rise substantially vertically to one side to become vertical surface portions 12, 12, and the tips extend inward. The steel material or the resin molded product having the structure to be cut can be easily cut by a length dimension as appropriate.
Further, a through hole 111 through which the head 21 of the fixture 2 described later is inserted is formed at the approximate center in the width direction of the lateral surface portion 11 of these frames 1U, 1S, 1H, 1M. As shown in FIG. 3, the through-holes 111 are provided at approximately the center (one place) in the length direction in the frame bodies 1U and 1S, and at three positions in the length direction in the frame bodies 1H and 1M that are substantially equally divided. It has been.

前記取付具2は、間隔保持部材5が貫通する係止穴231を備え、その頭部21には留め具3が取り付ける構成であって、ピース状の樹脂成形材にて作製されている。また、この取付具2は、その頭部21が前記各枠体1の裏面側から表面側に突出するように配設される。すなわち頭部21は、前記通孔111から表面側に突出するように配される。
図示実施例の取付具2は、図2(a),(c)に示すように棒状の一端に太径の頭部21が設けられ、該頭部21を貫通する角孔211が形成されている。また、この頭部21の他端側には、頭部21よりも大径のフランジ22が設けられ、さらにその他端側にはリング状の取付部23(係止穴231)が設けられている。
The fixture 2 is provided with a locking hole 231 through which the spacing member 5 penetrates, and the fastener 3 is attached to the head 21 thereof, and is made of a piece-shaped resin molding material. Moreover, this fixture 2 is arrange | positioned so that the head 21 may protrude from the back surface side of each said frame 1 to the surface side. That is, the head 21 is arranged so as to protrude from the through hole 111 to the surface side.
As shown in FIGS. 2A and 2C, the fixture 2 of the illustrated embodiment is provided with a large-diameter head 21 at one end of a rod-like shape, and a square hole 211 penetrating the head 21 is formed. Yes. Further, a flange 22 having a diameter larger than that of the head 21 is provided on the other end side of the head 21, and a ring-shaped attachment portion 23 (locking hole 231) is provided on the other end side. .

前記留め具3は、前記取付具2の頭部21に取り付けられる構成であって、前記取付具2と同様にピース状の樹脂成形材にて作製されている。
図示実施例の留め具3は、図2(b),(c)に示すように角柱を略L字状に成形した形状であり、前記取付具2の頭部21の角孔211に挿入される挿入部31とそれと直交する抜け止め部分32とからなり、挿入部31の先端は角が取られている。
The fastener 3 is configured to be attached to the head portion 21 of the fixture 2, and is made of a piece-shaped resin molding material in the same manner as the fixture 2.
As shown in FIGS. 2B and 2C, the fastener 3 of the illustrated embodiment has a shape in which a prism is formed in a substantially L shape, and is inserted into the square hole 211 of the head 21 of the fixture 2. The insertion portion 31 and a retaining portion 32 orthogonal to the insertion portion 31 are formed, and the tip of the insertion portion 31 is rounded.

前記間隔保持部材5は、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部材であって、図示実施例の間隔保持部材5は、コンクリート打設空間40内で分離可能であって、螺合手段で接続される複数の部材にて構成されている。
具体的には、代表として開口部Aの上辺に相当する部分を拡大した図4(a)に示すように一方側の型枠6内に位置する第1部材(特殊ボルトである雄螺子棒状材51)とコンクリートに埋設される第2部材(雄螺子棒状材52,高ナット53,雄螺子棒状材54,筒状部材55)とからなる構成である。
The spacing member 5 is a member for constructing a concrete wall while maintaining a spacing between the molds on the one side and the other side. The spacing member 5 in the illustrated embodiment is disposed in the concrete placement space 40. And can be separated by a plurality of members connected by screwing means.
Specifically, as shown in FIG. 4A in which the portion corresponding to the upper side of the opening A is enlarged as a representative, the first member (a male screw rod-like material that is a special bolt) located in the mold 6 on one side. 51) and a second member (male screw rod-like material 52, high nut 53, male screw rod-like material 54, cylindrical member 55) embedded in concrete.

この実施例における他方側に配する型枠6'は、締め付け具7の取り外しと同時に他方側の第2部材(52〜55)の一部(雄螺子棒状材54)の抜き出しを行うことができ、作業性の向上、並びに部材数が減少することでの管理面の容易さを見込める。すなわちこの実施例における他方側の第2部材(52〜55)は、一方側の先端が前記雄螺子棒状材51の頭部に螺合して接続される雄螺子棒状材52からなり、この雄螺子棒状材52のコンクリート打設空間40に位置する部分は、高ナット53及び雄螺子棒状材54に順次連結され、直管状のパイプ材である筒状部材55で包囲されている。
そして、雄螺子棒状材54は、他方側の型枠6'の外側に配されたフォームタイの棒状部材と連結されているため、締め付け具7の取り外しと同時に雄螺子棒状材54の取り外しを行える。
In this embodiment, the mold 6 'disposed on the other side can remove part of the second member (52 to 55) on the other side (male screw rod-like material 54) simultaneously with the removal of the fastener 7. In addition, improvement in workability and ease of management due to a reduction in the number of members can be expected. That is, the second member (52 to 55) on the other side in this embodiment is composed of a male screw rod-like member 52 whose tip on one side is screwed into and connected to the head of the male screw rod-like member 51. A portion of the screw rod-shaped member 52 located in the concrete placement space 40 is sequentially connected to a high nut 53 and a male screw rod-shaped member 54, and is surrounded by a cylindrical member 55 that is a straight pipe member.
Since the male screw rod-shaped member 54 is connected to the rod-shaped member of the foam tie disposed outside the mold 6 'on the other side, the male screw rod-shaped member 54 can be removed simultaneously with the removal of the fastening tool 7. .

また、一方側に配する型枠(型枠兼用パネル)6は、一定厚みのボード状の断熱材61を貫通させて保持した雄螺子棒状材51の突出部分(外側突出部分)に、垂木62、横桟ジョイント64を取り付け、前記垂木62に外装材63を取り付けた構成である。また、この雄螺子棒状材51は、その先端付近が拡径し、その先端面には雌ネジが切られた特殊ボルトであって、この特殊ボルトの雌ネジには、先端がコンクリート打設空間40内に位置する雄螺子棒状材52が接続され、該雄螺子棒状材52の先端には、高ナット53が取り付けられている。なお、図中の枠体65は、開口部Aと挿通させるための開口縁枠である。
すなわちこの実施例では、コンクリートに埋設される第2部分(52〜55)を取り外した状態で搬送など取り扱うことにより、型枠6に出っ張りなどがなく、積み重ねた状態で搬送や保管を行うことができる。
Further, a mold 6 (mold and panel) disposed on one side is provided with a rafter 62 on a protruding portion (outer protruding portion) of a male screw rod-shaped material 51 that is held by a board-shaped heat insulating material 61 having a predetermined thickness. The horizontal beam joint 64 is attached, and the exterior material 63 is attached to the rafter 62. Further, the male screw rod-shaped member 51 is a special bolt having an enlarged diameter near the tip and a female screw cut on the tip surface. The tip of the special screw has a concrete placement space. A male screw rod-shaped member 52 located in the inside 40 is connected, and a high nut 53 is attached to the tip of the male screw rod-shaped member 52. In addition, the frame body 65 in the drawing is an opening edge frame for being inserted through the opening A.
In other words, in this embodiment, the second part (52 to 55) embedded in the concrete is handled in a state in which the second part (52 to 55) is removed, so that the formwork 6 can be transported and stored in a stacked state without protruding or the like. it can.

なお、図3に示される型枠6では、表面側(図では奥側)に横方向(水平方向)に前記垂木62が一つの断熱材61に対して4本配され、その裏面側(図では手前側)には、縦方向(鉛直方向)に垂木66が一つの断熱材61に対して2本配設され、この垂木66から裏面側に向かって間隔保持部材5が突出する様子が描かれている。他の図面、すなわち図1や図4ではこの縦方向の垂木66については記載を省略している。   In the mold 6 shown in FIG. 3, four rafters 62 are arranged on one surface of the heat insulating material 61 in the lateral direction (horizontal direction) on the front surface side (the back side in the figure), and the back surface side (see FIG. 3). In this figure, two rafters 66 are arranged in the longitudinal direction (vertical direction) with respect to one heat insulating material 61, and the spacing member 5 projects from the rafter 66 toward the back side. It is. In other drawings, that is, FIGS. 1 and 4, the vertical rafter 66 is not shown.

このような各部材からなる開口部Aを備えるコンクリート壁を施工する手順を以下に説明する。
まず、図4(a)に示すように型枠兼用パネル6を配し、コンクリート打設空間40内に、雄螺子棒状材52及び高ナット53が突出するように取り付け配設する。
次に、高ナット53の他方側に、雄螺子棒状材54の一方側の先端を螺合して接続し、締め付け具7にて締め付けて型枠6'を所定位置に固定してコンクリート打設空間40を形成する。なお、筒状部材55は、予め前記取付具2の係止穴231を挿通させておき、見かけ上、筒状部材55に取付具2が固定される(図面では吊り下げられている)状態としておき、この筒状部材55の貫通孔を雄螺子棒状材54が貫通して高ナット53に螺号するように接続した。
The procedure for constructing a concrete wall having an opening A composed of such members will be described below.
First, as shown in FIG. 4A, the panel 6 for a formwork is arranged, and the male screw rod-like material 52 and the high nut 53 are attached and disposed in the concrete placing space 40 so as to protrude.
Next, the other end of the high nut 53 is connected by screwing the tip of one side of the male screw rod-like material 54, and tightened with the tightening tool 7 to fix the mold 6 'in a predetermined position for placing the concrete. A space 40 is formed. The cylindrical member 55 is inserted in advance through the locking hole 231 of the fixture 2 and apparently the fixture 2 is fixed to the cylindrical member 55 (suspended in the drawing). The cylindrical member 55 was connected so that the male screw rod-like material 54 penetrates the through hole of the cylindrical member 55 and is screwed to the high nut 53.

続いて前記構成の間隔保持部材5の近傍に枠体1Uを配設し、その通孔111が間隔保持部材5側に位置するように配設向きも調整する。この状態で、前記筒状部材55に吊り下げた取付具2の頭部21を、枠体1Uの通孔111に挿通させる。なお、前述のように頭部21の他端側には頭部21よりも大径のフランジ22が設けられているため、該フランジ22が頭部21の通孔111への挿入深度を制限する役割を果たす。   Subsequently, the frame 1U is disposed in the vicinity of the interval holding member 5 having the above-described configuration, and the arrangement direction is adjusted so that the through hole 111 is positioned on the interval holding member 5 side. In this state, the head 21 of the fixture 2 suspended from the tubular member 55 is inserted into the through hole 111 of the frame 1U. Since the flange 22 having a larger diameter than the head 21 is provided on the other end side of the head 21 as described above, the flange 22 limits the insertion depth of the head 21 into the through hole 111. Play a role.

なお、図2(a)に示すように取付具2にそれぞれ設ける角孔211と係止穴231の開口方向は、直交するように形成されているため、型枠6,6'間に配設される間隔保持部材5が係止穴231に挿通した状態では、角孔211はそれと直交する方向に向いている。例えば図2(c)では、間隔保持部材5は、枠体1の裏面側において左右方向に配設される。この左右方向に配設される間隔保持部材5が挿通する係止穴231も同様に左右方向を向くように配設されるため、このときの取付具2の角孔211は、それと直交する上下方向に向いているのである。   As shown in FIG. 2 (a), the opening directions of the square holes 211 and the locking holes 231 provided in the fixture 2 are formed so as to be orthogonal to each other. In the state where the interval holding member 5 to be inserted is inserted into the locking hole 231, the square hole 211 is oriented in a direction orthogonal thereto. For example, in FIG. 2C, the spacing member 5 is disposed in the left-right direction on the back surface side of the frame body 1. Since the locking holes 231 through which the spacing members 5 disposed in the left and right direction are inserted are similarly oriented in the left and right direction, the square holes 211 of the fixture 2 at this time are vertically aligned with each other. It is in the direction.

そして、前記留め具3の挿入部31を、図2(c)に示すように取付具2の頭部21の角孔211に挿入し、抜け止め部分32が角孔211の縁部に当接するように挿着する。
この状態の枠体1Uは、間隔保持部材5に対し、取付具2及び留め具3を介して一体的に固定された状態となっている。
And the insertion part 31 of the said fastener 3 is inserted in the square hole 211 of the head 21 of the fixture 2, as shown in FIG.2 (c), and the retaining part 32 contact | abuts the edge of the square hole 211. FIG. Insert like so.
The frame 1 </ b> U in this state is in a state of being integrally fixed to the spacing member 5 via the fixture 2 and the fastener 3.

この状態で図4(b)に示すようにコンクリート打設空間40にハッチングで示すコンクリート4を打設し、このコンクリート4が硬化した後、締め付け具7の取り外しと連続的に型枠2の取り外し、雄螺子棒状材54の抜き出しを行うことができ、開口部Aを有するコンクリート壁4が施工される。そのため、従来の施工法に比べて作業性の向上、並びに部材数が減少することでの管理面の容易さを見込むことができる。   In this state, as shown in FIG. 4B, the concrete 4 shown by hatching is placed in the concrete placement space 40, and after the concrete 4 is hardened, the fastening tool 7 is removed and the mold 2 is removed continuously. The male screw rod-like material 54 can be extracted, and the concrete wall 4 having the opening A is constructed. Therefore, the improvement of workability compared with the conventional construction method and the ease of the management surface by reducing the number of members can be anticipated.

この実施例における間隔保持部材5は、一方側の第一部材が型枠兼用パネル6を保持することができ、墨出しを行う必要もなく、作業性が優れ、他方側に配された第2部材(雄螺子棒状材54)を抜き出して他方側の型枠6'や締め付け具7と共に繰り返し利用することができ、部材が無駄にならず、断熱性能が損なわれることもない。
また、図示実施例では、直管状のパイプ材(筒材)である筒状部材55としては、例えば打設するコンクリートとなじみのよい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。
In the distance holding member 5 in this embodiment, the first member on one side can hold the formwork / panel 6, there is no need to perform ink marking, the workability is excellent, and the second member is arranged on the other side. The member (male screw rod-like material 54) can be extracted and used repeatedly with the mold 6 'and the fastening tool 7 on the other side, so that the member is not wasted and the heat insulation performance is not impaired.
Further, in the illustrated embodiment, as the cylindrical member 55 that is a straight tubular pipe material (cylindrical material), for example, a low-priced product such as a resin pipe material that is compatible with concrete to be placed can be selected and used. The manufacturing cost is low and the practical value is extremely high.

なお、図4では、開口部Aの上辺に相当する部分を例にして説明したが、開口部Aの左辺及び右辺は上辺及び下辺に比べて長いので、開口部Aを構成する一つの枠体1H,1Mに対し、図3に示すように複数の取付具2及び留め具3を用いて固定すればよい。
この場合、枠体1H,1Mは、それぞれ2箇所で取付具2及び留め具3を介して間隔保持部材5に安定に取り付けられているため、長さが長い枠体1H,1Mであってもその傾きを防止でき、コンクリート4の打設に際して生ずる圧力に対する耐久性も高いものとなる。
In FIG. 4, the portion corresponding to the upper side of the opening A has been described as an example. However, since the left side and the right side of the opening A are longer than the upper side and the lower side, one frame constituting the opening A is used. What is necessary is just to fix to 1H and 1M using the some fixture 2 and the fastener 3 as shown in FIG.
In this case, since the frames 1H and 1M are stably attached to the spacing member 5 via the fixture 2 and the fastener 3 at two locations, even if the frames 1H and 1M are long in length. The inclination can be prevented and the durability against the pressure generated when the concrete 4 is placed is also high.

図5は、コンクリート壁の開口部を備えない一般部を示すものであり、前記図3に示す型枠6Bでは、縦方向及び横方向に複数の断熱材61…を並列させ、その表面側(図では奥側)には横方向に連続する垂木62を埋設状に配し、その裏面側(図では手前側)には縦方向(鉛直方向)に連続する垂木66を埋設状に配したが、この図5の型枠6Dは、断熱材61の表面に突出させた間隔保持部材8の先端に横方向に連続する垂木62を固定した構成である。また、間隔保持部材8については、前記図4における間隔保持部材5とほぼ同様であり、特殊ボルトである雄螺子棒状材81の他方側にスペーサ82が連結され、ナット83を介して特殊セパレータ84が連結され、他方側のフォームタイと一体化している。
そして、一方側の型枠6Dには、前記垂木62の外側に縦バタと称される支持部材71が配され、フォームタイを含む締め付け具7'が配され、他方側の型枠6'の外側には横バタと称される支持部材72が配され、同様にフォームタイを含む締め付け具7'が配されている。
このように前述の開口部以外の構成及び施工については、何ら限定するものではなく、どのように構成、施工してもよい。
FIG. 5 shows a general part that does not have an opening of a concrete wall. In the mold 6B shown in FIG. 3, a plurality of heat insulating materials 61 are juxtaposed in the vertical direction and the horizontal direction, and the surface side ( In the figure, the rafters 62 that are continuous in the horizontal direction are arranged in an embedded form on the back side, and the rafters 66 that are continuous in the vertical direction (vertical direction) are arranged in the embedded form on the back side (the front side in the figure). 5 has a configuration in which a rafter 62 that is continuous in the lateral direction is fixed to the tip of the spacing member 8 that protrudes from the surface of the heat insulating material 61. The spacing member 8 is substantially the same as the spacing member 5 in FIG. 4, and a spacer 82 is connected to the other side of the male screw rod-like material 81 that is a special bolt, and a special separator 84 is connected via a nut 83. Are connected and integrated with the foam tie on the other side.
In one mold 6D, a support member 71 called a vertical flap is arranged outside the rafter 62, a fastening tool 7 'including a foam tie is arranged, and the other mold 6' is arranged. On the outside, a support member 72 called a horizontal flap is arranged, and similarly, a fastening tool 7 'including a foam tie is arranged.
Thus, about the structure and construction other than the above-mentioned opening part, it does not limit at all and you may comprise and construct how.

このように施工される本発明の工法において、各枠体1は、取付具2及び留め具3により間接的に間隔保持部材5に固定されているものであって、一般的に用いられる間隔保持部材5をそのまま用いることができ、取り外さない兼用型枠である型枠パネル6を用いる工法にも容易に適用することができる。   In the construction method of the present invention thus constructed, each frame 1 is indirectly fixed to the interval holding member 5 by the fixture 2 and the fastener 3 and is generally used for interval holding. The member 5 can be used as it is, and can be easily applied to a construction method using the formwork panel 6 which is a combined formwork that is not removed.

1,1U,1S,1H,1M 枠体
2 取付具
21 頭部
211 係止穴
22 フランジ
23 取付部
231 取付穴
3 留め具
31 挿入部
32 抜け止め部分
4 コンクリート
40 打設空間
5.8 間隔保持部材
51 第1部材
52〜55 第2部材
6A,6B,6C,6D (一方側の)型枠
6' (他方側の)型枠
7,7' 締め付け具
1, 1U, 1S, 1H, 1M Frame 2 Mounting tool 21 Head 211 Locking hole 22 Flange 23 Mounting part 231 Mounting hole 3 Fastening 31 Insertion part 32 Retaining part 4 Concrete 40 Placing space 5.8 Interval holding Member 51 1st member 52-55 2nd member 6A, 6B, 6C, 6D (one side) formwork 6 '(other side) formwork 7, 7' clamp

Claims (5)

開口部を構成する枠体を配すると共に、間隔保持部材を、取付具に設けた係止穴に貫通させ、前記取付具の頭部を前記枠体の裏面側から表面側に突出させ、その突出させた頭部に前記枠体の表面にて留め具を取り付けて固定することを特徴とする開口部の構築方法。   While arranging the frame that constitutes the opening, the spacing member is passed through the locking hole provided in the fixture, and the head of the fixture projects from the back side of the frame to the front side, A method for constructing an opening, characterized in that a fastener is attached and fixed to the protruding head on the surface of the frame. 開口部を構成する枠体は、それぞれ一方のみが解放する枠体であって、それぞれ開放部分を内側に向けて配することを特徴とする請求項1に記載の開口部の構築方法。   2. The method of constructing an opening according to claim 1, wherein each of the frames constituting the opening is a frame that is released by only one of the frames, and each of the open portions is arranged inward. 一方側及び他方側の型枠間に開口部を構成する枠体を配して施工するコンクリート壁の施工方法であって、
開口部を構成する枠体をコンクリート打設空間内に配すると共に、コンクリート打設空間の一方側から他方側に至る間隔保持部材を、取付具に設けた係止穴に貫通させ、前記取付具の頭部を前記枠体の裏面側から表面側に突出させ、その突出させた頭部に前記枠体の表面にて留め具を取り付けて固定し、この状態でコンクリートを打設することを特徴とする開口部を備えるコンクリート壁の施工方法。
It is a construction method of a concrete wall that is constructed by arranging a frame body that constitutes an opening between molds on one side and the other side,
The frame constituting the opening is arranged in the concrete placement space, and a spacing member extending from one side to the other side of the concrete placement space is passed through a locking hole provided in the fixture, and the fixture The head of the frame is projected from the back side to the front side of the frame, and a fastener is attached and fixed to the projected head on the surface of the frame, and concrete is placed in this state. A method for constructing a concrete wall having an opening.
型枠の何れか一方又は両方が断熱材及び/又は外装仕上材を兼用することを特徴とする請求項3に記載の開口部を備えるコンクリート壁の施工方法。   4. The method for constructing a concrete wall having an opening according to claim 3, wherein either one or both of the molds also serve as a heat insulating material and / or an exterior finishing material. 間隔保持部材は、コンクリート打設空
間内で分離可能であって、螺合手段で接続される複数の間隔保持部材にて構成され、一方側に配される第1部材は、少なくとも棒状部材を備え、一方側の端部が型枠に保持され、他方側に配される第2部材は、コンクリート打設空間内に位置する部分が筒状部材で包囲され、コンクリート打設後に抜き取り可能であることを特徴とする請求項3又は4に記載の開口部を備えるコンクリート壁の施工方法。
The spacing member is separable within the concrete placement space, and is composed of a plurality of spacing members connected by screwing means. The first member arranged on one side includes at least a rod-shaped member. The second member arranged on the other side is held by the mold, and the part located in the concrete placement space is surrounded by a cylindrical member and can be extracted after the concrete placement. The construction method of the concrete wall provided with the opening part of Claim 3 or 4 characterized by these.
JP2009175195A 2009-07-28 2009-07-28 Method for constructing opening and method for constructing concrete wall having opening Active JP5453646B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106884533A (en) * 2017-04-24 2017-06-23 青岛建集团有限公司 Adjustable window hole molding board support meanss
JP2018123597A (en) * 2017-02-02 2018-08-09 舩木商事有限会社 Buried member for opening, construction method for opening structure using thereof, and opening structure
JP2020094353A (en) * 2018-12-11 2020-06-18 舩木商事有限会社 Wall body structure with opening, and construction method thereof

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Publication number Priority date Publication date Assignee Title
JPS4887627A (en) * 1972-02-23 1973-11-17
JPS52101829A (en) * 1976-04-03 1977-08-26 Hiromasa Sakaguchi Concrete form separator
JPS5857485U (en) * 1981-10-15 1983-04-19 岡部株式会社 Front attachment frame support device
JPH1162228A (en) * 1997-08-22 1999-03-05 Riyuuta Nagai Shaft coupling for supporting form

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Publication number Priority date Publication date Assignee Title
JPS4887627A (en) * 1972-02-23 1973-11-17
JPS52101829A (en) * 1976-04-03 1977-08-26 Hiromasa Sakaguchi Concrete form separator
JPS5857485U (en) * 1981-10-15 1983-04-19 岡部株式会社 Front attachment frame support device
JPH1162228A (en) * 1997-08-22 1999-03-05 Riyuuta Nagai Shaft coupling for supporting form

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018123597A (en) * 2017-02-02 2018-08-09 舩木商事有限会社 Buried member for opening, construction method for opening structure using thereof, and opening structure
CN106884533A (en) * 2017-04-24 2017-06-23 青岛建集团有限公司 Adjustable window hole molding board support meanss
JP2020094353A (en) * 2018-12-11 2020-06-18 舩木商事有限会社 Wall body structure with opening, and construction method thereof
JP7254333B2 (en) 2018-12-11 2023-04-10 舩木商事有限会社 WALL STRUCTURE WITH OPENINGS AND CONSTRUCTION METHOD THEREOF

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