JP5090220B2 - Concrete construction equipment - Google Patents

Concrete construction equipment Download PDF

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JP5090220B2
JP5090220B2 JP2008071031A JP2008071031A JP5090220B2 JP 5090220 B2 JP5090220 B2 JP 5090220B2 JP 2008071031 A JP2008071031 A JP 2008071031A JP 2008071031 A JP2008071031 A JP 2008071031A JP 5090220 B2 JP5090220 B2 JP 5090220B2
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receiving frame
mold
frame
concrete
concrete construction
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JP2009228212A (en
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充博 近藤
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Tyubu Corp
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Description

本発明は、屋内やベランダや玄関先等の屋外に設けられる各種点検口等に使用される受枠の施工時に用いられるコンクリート施工用装置に関する。   The present invention relates to a concrete construction apparatus used when constructing a receiving frame used for various inspection openings provided indoors or outdoors such as a veranda or a front door.

屋内やベランダや玄関先等の点検口等には、コンクリートに受枠が設けられている。この受枠をコンクリートに固定するための施工装置として、図5及び図6に示すような、コンクリート施工用装置が知られている(特許文献1)。この装置は、受枠101をコンパネ102上の所定の高さで保持し、コンクリートの打ち込みによって受枠101をハッチ周縁上端に取り付けるためのものである。   A receiving frame is provided in concrete at an inspection opening such as indoors, a veranda or a front door. As a construction apparatus for fixing the receiving frame to concrete, a concrete construction apparatus as shown in FIGS. 5 and 6 is known (Patent Document 1). This apparatus is for holding the receiving frame 101 at a predetermined height on the panel 102 and attaching the receiving frame 101 to the upper edge of the hatch periphery by driving concrete.

このコンクリート施工用装置で施工するためには、まず、コンパネ102上に設置場所を規定するための墨出しをする。そして、固定治具103をけがきされた所定位置に釘等で固定する。次に、固定治具103に受枠101を所定の高さで水平に組み付ける。型枠104を受枠101の内側の所定位置に載置し、型枠104のコーナー8箇所をコーナー金具105で補強するとともにコンパネ102に釘で固定する。さらに、受枠101と型枠104の隙間に補強材107を挿入する。   In order to construct using this concrete construction apparatus, first, the ink is drawn on the control panel 102 to define the installation location. Then, the fixing jig 103 is fixed to a predetermined position with a nail or the like. Next, the receiving frame 101 is assembled horizontally to the fixing jig 103 at a predetermined height. The mold frame 104 is placed at a predetermined position inside the receiving frame 101, and eight corners of the mold frame 104 are reinforced by the corner metal fitting 105 and fixed to the panel 102 with nails. Further, the reinforcing material 107 is inserted into the gap between the receiving frame 101 and the mold 104.

こうして受枠101及び型枠104を所定の位置にセットしてから、受枠101の外側からコンクリートが打ち込まれる。コンクリートが固化した後、型枠104を外し、コンクリート表面に樹脂タイル等の床仕上材が敷設される。また、受枠101には、図示しないハッチ蓋が被着される。こうして、受枠101の施工が完了する。   Thus, after setting the receiving frame 101 and the mold 104 at predetermined positions, concrete is driven from the outside of the receiving frame 101. After the concrete is solidified, the mold 104 is removed, and a floor finishing material such as a resin tile is laid on the concrete surface. Further, a hatch lid (not shown) is attached to the receiving frame 101. Thus, the construction of the receiving frame 101 is completed.

このコンクリート施工用装置によれば、受枠101を所定の位置に固定しながら、一度のコンクリートの打ち込みによって、受枠101をコンクリートに固定することができる。このため、工期を大幅に短縮することができる。また、型枠104がコーナー金具105で補強されているため、コンクリートの打ち込みの際、コンクリートからの圧力によって型枠104が変形するのを防止できるため、ハッチを所望の形状とすることができる。さらには、受枠101と型枠104の隙間に補強材107が挿入されているため、受枠101の変形も防ぐことができる。   According to this concrete construction apparatus, the receiving frame 101 can be fixed to the concrete by driving concrete once while fixing the receiving frame 101 at a predetermined position. For this reason, a construction period can be shortened significantly. Moreover, since the formwork 104 is reinforced by the corner metal fitting 105, it is possible to prevent the formwork 104 from being deformed by the pressure from the concrete when the concrete is driven in, so that the hatch can be formed in a desired shape. Furthermore, since the reinforcing material 107 is inserted into the gap between the receiving frame 101 and the mold 104, deformation of the receiving frame 101 can be prevented.

特開平7−91063号公報JP-A-7-91063

しかし、上記従来の受枠を固定するためのコンクリート施工用装置では、型枠104の補強にコーナー金具106を用いるため、コーナー金具106の取り付けに手間がかかる。また、型枠104と受枠101と位置関係がずれることにより、型枠104と受枠101との間に隙間ができたり、補強材107が入らなかったりするおそれがあり、このため、受枠101の補強材107による補強が不十分となるおそれがあった。   However, in the above-described conventional concrete construction apparatus for fixing the receiving frame, the corner metal fitting 106 is used to reinforce the formwork 104, so that it takes time to mount the corner metal fitting 106. Further, the positional relationship between the mold frame 104 and the receiving frame 101 may be shifted, so that a gap may be formed between the mold frame 104 and the receiving frame 101 or the reinforcing material 107 may not enter. There was a possibility that reinforcement by the material 107 would be insufficient.

本発明は、上記従来の実情に鑑みてなされたものであって、受枠の施工時において、受枠及び型枠の変形を防止するとともに巾決めを容易に行うことができ、短時間で施工を完了することが可能なコンクリート施工用装置を提供することを解決すべき課題としている。   The present invention has been made in view of the above-described conventional circumstances, and can prevent the deformation of the receiving frame and the formwork and can easily determine the width during the construction of the receiving frame, thereby completing the construction in a short time. It is set as the problem which should be solved to provide the apparatus for concrete construction which can be done.

本発明のコンクリート施工用装置は、断面略L字形の矩形枠からなり、外側面にアンカーが固定される側壁部と、該側壁部の下端から内方へ突出する蓋受部とからなる受枠を固定するためのコンクリート施工用装置であって、
固化前のコンクリートを支持する水平支持基材に立設され、前記アンカーを高さ調整可能に固着して前記受枠を所定の高さに支持する固定治具と、
該水平支持基材の上に設置され、該固定治具に支持された該受枠の内側に配設され、該受枠の外側に打込まれたコンクリートを遮断してハッチの入口内周面を規定する型枠部と、
互いに直角に交差して該型枠部に載置され、両端を該型枠部から外方に突出して前記受枠の前記側壁部を内側から支える受枠支持突部と、該型枠部の内側に当接するように径方向に突出する型枠支持突部とを有する支持杆と、
を備えることを特徴とする。
The concrete construction apparatus according to the present invention is a rectangular frame having a substantially L-shaped cross section, and includes a receiving frame including a side wall portion where an anchor is fixed to an outer surface and a lid receiving portion protruding inward from the lower end of the side wall portion. A concrete construction device for fixing,
A fixing jig that is erected on a horizontal support base material that supports the concrete before solidification, and that anchors the anchor so that the height can be adjusted, and supports the receiving frame at a predetermined height;
Installed on the horizontal support base material, disposed inside the receiving frame supported by the fixing jig, and blocks the concrete driven outside the receiving frame to define the inner peripheral surface of the hatch entrance A mold part to be
A receiving frame supporting protrusion that is placed on the mold frame so as to intersect each other at right angles, projects both ends outward from the mold frame, and supports the side wall of the receiving frame from the inside, and on the inside of the mold frame A support rod having a mold support protrusion projecting radially so as to abut,
It is characterized by providing.

本発明のコンクリート施工用装置では、受枠の内側に型枠部が設置され、さらに受枠が固定治具で所望の高さに固定される。そして、型枠部に支持杆が互いに直角に交差するように載置される。ここで、支持杆には型枠部の内側に当接するように径方向に突出する型枠支持突部が設けられているため、型枠支持突部を型枠内側に当接させながら載置させることにより、支持杆を容易かつ正確に所定の位置に載置することができると同時に、支持杆の受枠支持突部の先端が、自動的に受枠の内面の位置となる。このため、コンクリートを打ち込む際、型枠支持突部が型枠を内側から支え、受枠支持突部が受枠を内側から支えることにより、型枠や受枠が、打ち込まれたコンクリートの圧力によって変形するのを防止することができる。   In the concrete construction apparatus of the present invention, the mold part is installed inside the receiving frame, and the receiving frame is further fixed to a desired height by a fixing jig. Then, the support rods are placed on the mold part so as to cross each other at right angles. Here, since the support rod is provided with a mold support protrusion projecting in the radial direction so as to contact the inside of the mold section, it is placed while the mold support support protrusion is in contact with the inside of the mold frame. By doing so, the support rod can be easily and accurately placed at a predetermined position, and at the same time, the tip of the receiving frame support protrusion of the support rod automatically becomes the position of the inner surface of the receiving frame. For this reason, when the concrete is driven, the formwork support protrusions support the formwork from the inside, and the receiving frame support protrusions support the reception frame from the inside, so that the formwork and the receiving frame are deformed by the pressure of the injected concrete. Can be prevented.

したがって、本発明のコンクリート施工用装置によれば、受枠の施工時において、受枠及び型枠の変形を防止するとともに巾決めを容易に行うことができ、短時間で施工を完了することができる。   Therefore, according to the concrete construction apparatus of the present invention, it is possible to prevent deformation of the receiving frame and the formwork and easily determine the width when constructing the receiving frame, and the construction can be completed in a short time.

前記型枠の上端の一辺の中央には支持杆を載置するための切欠きが設けられていることが好ましい。こうであれば、支持杆を所定位置に載置することが容易となるとともに、支持杆が幅方向にずれることを防止できる。   It is preferable that a notch for placing a support rod is provided at the center of one side of the upper end of the mold. With this configuration, it is easy to place the support rod at a predetermined position, and it is possible to prevent the support rod from shifting in the width direction.

また、前記支持杆は交差部分で互いに嵌合しあう嵌合凹部が設けられていることも好ましい。こうであれば、施工において一方の支持杆を型枠の所定の位置に載置した後、他方の支持杆を嵌合凹部に嵌めることによって、お互いの干渉を防ぐことができるとともに、機械的強度を高めることができる。   Moreover, it is also preferable that the support rod is provided with a fitting recess that fits each other at the intersection. If this is the case, after placing one support rod in a predetermined position of the formwork in the construction, the other support rod can be fitted into the fitting recess to prevent mutual interference and mechanical strength. Can be increased.

なお、互いに直角に交差する支持杆は1本づつ縦横の計2本でもよいが、縦及び/又は横を複数本とすることもできる。このようにすれば、受枠の補強強度をさらに高めることができる。   The supporting rods that intersect at right angles to each other may be two in total, vertically and horizontally, but may have a plurality of longitudinal and / or lateral surfaces. In this way, the reinforcement strength of the receiving frame can be further increased.

以下、本発明を具体化した実施例のコンクリート施工用装置について図面を参照しつつ詳述する。   Hereinafter, the concrete construction apparatus according to an embodiment embodying the present invention will be described in detail with reference to the drawings.

(実施例)
実施例のコンクリート施工用装置は、図2に示すように、受枠2を所定の位置に固定しており、コンクリートを打ち込むことによって、受枠2で規定される正方形の出入り口を形成するためのものである。このコンクリート施工用装置は、図1にも示すように、受枠2の内側に配設された正方形の四角筒形状の型枠3と、互いに直角に交差して型枠3の上に載置された2本の支持杆4と、受枠2を所定の高さに支持する固定治具5とから構成されている。
(Example)
As shown in FIG. 2, the concrete construction apparatus of the embodiment is for fixing a receiving frame 2 in a predetermined position and forming a square doorway defined by the receiving frame 2 by driving concrete. is there. As shown in FIG. 1, the concrete construction apparatus is placed on a square frame-shaped cylinder 3 disposed inside the receiving frame 2 and intersecting at right angles to each other on the mold 3. In addition, two support rods 4 and a fixing jig 5 that supports the receiving frame 2 at a predetermined height are configured.

型枠3は亜鉛めっき鋼板製からなり、L字形状に屈曲された4つのL字部材3a、3b、3c、3dが組み合わされている。L字部材3a、3b、3c、3dが重なる部分には、水平方向に長くされた孔3hが垂直方向に3箇所開けられており、蝶ネジ3eが挿通されて固定されている。型枠3の上端各辺の中央部には、矩形の切欠き3fが設けられている。型枠3の下端にはL字金具3gが溶接されており、L字金具3gは釘3iによって水平支持基材としてのコンパネ6に固定されている。   The mold 3 is made of a galvanized steel plate, and four L-shaped members 3a, 3b, 3c, and 3d bent in an L-shape are combined. In a portion where the L-shaped members 3a, 3b, 3c, and 3d overlap, three holes 3h that are elongated in the horizontal direction are opened in the vertical direction, and a thumbscrew 3e is inserted and fixed. A rectangular notch 3 f is provided at the center of each upper edge of the mold 3. An L-shaped metal fitting 3g is welded to the lower end of the mold 3, and the L-shaped metal fitting 3g is fixed to a panel 6 as a horizontal support base by a nail 3i.

図3に示すように、2本の支持杆4は同一形状をなしており、断面がコ字形状の長尺部材4aと、長尺部材4aの両端から少し内側で溶接によって背中合わせに固定されたL字形状の型枠支持突部4bとからなる。長尺部材4aの両端は型枠支持突部4bから長さ方向に突出して受枠支持突部4cとされている。長尺部材4aの開口側の中央には切欠き4dが設けられており、2本の支持杆4は互いに切欠き4dどうしを対面させるようにして十字状に嵌合されている。   As shown in FIG. 3, the two support rods 4 have the same shape and are fixed back to back by welding slightly inside the long member 4 a having a U-shaped cross section and both ends of the long member 4 a. It consists of an L-shaped formwork support protrusion 4b. Both ends of the elongate member 4a protrude in the length direction from the formwork support protrusion 4b to form receiving frame support protrusions 4c. A notch 4d is provided in the center of the long member 4a on the opening side, and the two support rods 4 are fitted in a cross shape so that the notches 4d face each other.

図4に示すように、受枠2は断面が略L字形状とされており、垂直方向に延在する側壁部2aと、側壁部2aの下端から内方へ突出し、型枠3に当接する蓋受部2bとを有している。側壁部2aの外側には、固定治具5に固定されるアンカー2cがネジ2dによって一片に2箇所固定されている。   As shown in FIG. 4, the receiving frame 2 has a substantially L-shaped cross section, a side wall portion 2 a that extends in the vertical direction, and a lid that protrudes inward from the lower end of the side wall portion 2 a and contacts the mold frame 3. And a receiving portion 2b. On the outside of the side wall portion 2a, anchors 2c fixed to the fixing jig 5 are fixed to one piece by screws 2d.

固定部材5は、袴状に広がる複数の支柱で支えられた台座5cと、台座5cの中央に形成された雌ネジ5dに螺合されたボルト5eと、ボルト5eの先端に螺合されたナット5f、5gとからなる。側壁部2aにネジ止めされたアンカー2cの下端には孔2eが開けられており、孔2eにボルト5eが挿通されナット5f、5gで所定の高さに調節されて固定されている。台座5cは、コンパネ6に釘7で固定されている。   The fixing member 5 includes a pedestal 5c supported by a plurality of pillars extending in a bowl shape, a bolt 5e screwed to a female screw 5d formed at the center of the pedestal 5c, and a nut screwed to the tip of the bolt 5e. 5f and 5g. A hole 2e is formed at the lower end of the anchor 2c screwed to the side wall 2a. A bolt 5e is inserted into the hole 2e and is adjusted to a predetermined height by nuts 5f and 5g and fixed. The pedestal 5 c is fixed to the control panel 6 with nails 7.

<施工方法>
次に、以上のように構成されたコンクリート施工用装置を用いた、受枠2の施工方法について説明する。まず、図4に示す受枠2にアンカー2cをネジ2dによって所定の位置に固定しておく。そして、コンパネ6上に、設置場所を規定するための墨出しをしておく。次に、固定治具5をけがきされた所定位置に載置し、釘7で固定する。さらに、固定治具5のボルト5eにナット5gを螺合させた後、アンカー2cの孔2eをボルト5eに挿通させ、さらにナット5fを螺合させる。そして、ナット5gとナット5fによってアンカー2cの取り付け位置を調節することにより、受枠2を所定の高さで水平に固定する。そして、型枠3をけがきされた所定位置に載置し、L字金具3gで固定する。さらに、支持杆4の型枠支持突部4bを型枠3の内側に当接させつつ、受枠支持突部4cを型枠3の切欠き3fに載置する。
<Construction method>
Next, the construction method of the receiving frame 2 using the concrete construction apparatus configured as described above will be described. First, the anchor 2c is fixed to a predetermined position on the receiving frame 2 shown in FIG. 4 with screws 2d. Then, ink is drawn on the control panel 6 to define the installation location. Next, the fixing jig 5 is placed at a predetermined position where the fixing jig 5 is scratched, and the fixing jig 5 is fixed with the nail 7. Further, after the nut 5g is screwed into the bolt 5e of the fixing jig 5, the hole 2e of the anchor 2c is inserted into the bolt 5e, and further the nut 5f is screwed. And the receiving frame 2 is horizontally fixed by predetermined | prescribed height by adjusting the attachment position of the anchor 2c with the nut 5g and the nut 5f. Then, the mold 3 is placed at a predetermined position where it is scratched, and is fixed by the L-shaped metal fitting 3g. Further, the receiving frame supporting protrusion 4 c is placed on the notch 3 f of the mold 3 while the mold supporting protrusion 4 b of the support rod 4 is brought into contact with the inside of the mold 3.

こうして受枠2及び型枠3を図1及び図2に示す所定の位置にセットしてから、受枠2の外側からコンクリートを打ち込む。コンクリートが固化した後、型枠3の蝶ネジ3cを外し、L字部材3a、3b、3c、3dを外す。その表面に樹脂タイル等の床仕上材が敷設され、さらに図示しないハッチ蓋が被着される。こうして、受枠2の施工が完了する。   In this way, the receiving frame 2 and the mold frame 3 are set at predetermined positions shown in FIGS. 1 and 2, and then concrete is driven in from the outside of the receiving frame 2. After the concrete is solidified, the thumbscrew 3c of the mold 3 is removed, and the L-shaped members 3a, 3b, 3c, and 3d are removed. A floor finishing material such as a resin tile is laid on the surface, and a hatch cover (not shown) is attached. Thus, the construction of the receiving frame 2 is completed.

この、コンクリート施工用装置によれば、支持杆4には型枠3の内側に当接するように径方向に突出する型枠支持突部4cが設けられているため、型枠支持突部4cを型枠3の内側に当接させながら載置させることにより、支持杆4を容易かつ正確に所定の位置に載置することができると同時に、支持杆4の受枠支持突部4cの先端が、自動的に受枠2の内面の位置となる。このため、コンクリートを打ち込む際、型枠支持突部4cが型枠3を内側から支え、受枠支持突部4cが受枠2を内側から支えることにより、型枠2や受枠3が、打ち込まれたコンクリートの圧力によって変形するのを防止することができる。   According to this concrete construction apparatus, since the support rod 4 is provided with the mold support projection 4c projecting in the radial direction so as to contact the inside of the mold 3, the mold support projection 4c By placing the support rod 4 in contact with the inside of the mold 3, the support rod 4 can be easily and accurately placed at a predetermined position, and at the same time, the tip of the receiving frame support protrusion 4 c of the support rod 4 The position of the inner surface of the receiving frame 2 is automatically set. Therefore, when the concrete is driven, the formwork support protrusion 4c supports the formwork 3 from the inside, and the receiving frame support protrusion 4c supports the receiving frame 2 from the inside, so that the formwork 2 and the receiving frame 3 are driven into the concrete. It is possible to prevent deformation due to the pressure.

また、図3に示すように、支持杆4は交差部分で互いに嵌合しあう嵌合凹部4dが設けられているため、施工において一方の支持杆4を型枠3の所定の位置に載置した後、他方の支持杆4を嵌合凹部4dに嵌めることによって、お互いの干渉を防ぐことができるとともに、機械的強度を高めることができる。   Also, as shown in FIG. 3, the support rods 4 are provided with fitting recesses 4d that are fitted to each other at the intersection, so that one of the support rods 4 is placed at a predetermined position on the mold 3 in construction. After that, by fitting the other support rod 4 into the fitting recess 4d, mutual interference can be prevented and the mechanical strength can be increased.

この発明は、上記発明の実施例の説明に何ら限定されるものではない。特許請求の範囲の記載を逸脱せず、当業者が容易に想到できる範囲で種々の変形態様もこの発明に含まれる。   The present invention is not limited to the description of the embodiments of the invention. Various modifications may be included in the present invention as long as those skilled in the art can easily conceive without departing from the description of the scope of claims.

実施例のコンクリート施工用装置の施工状態を示す平面図である。It is a top view which shows the construction state of the apparatus for concrete construction of an Example. 実施例のコンクリート施工用装置の施工状態を示す断面図である。It is sectional drawing which shows the construction state of the apparatus for concrete construction of an Example. 支持杆の斜視図である。It is a perspective view of a support rod. 実施例のコンクリート施工用装置の施工状態を示す一部断面図である。It is a partial cross section figure which shows the construction state of the concrete construction equipment of the execution example. 従来のコンクリート施工用装置の施工状態を示す平面図である。It is a top view which shows the construction state of the conventional concrete construction apparatus. 従来のコンクリート施工用装置の施工状態を示す断面図である。It is sectional drawing which shows the construction state of the conventional concrete construction apparatus.

符号の説明Explanation of symbols

2c…アンカー
2a…側壁部
2b…蓋受部
2…受枠
6…コンパネ(水平支持基材)
5…固定治具
3…型枠(型枠部)
4…支持杆
4c…受枠支持突部
4b…型枠支持突部
4d…嵌合凹部
2c ... Anchor 2a ... Side wall part 2b ... Lid receiving part 2 ... Receiving frame 6 ... Control panel (horizontal support base material)
5 ... Fixing jig 3 ... Formwork (formwork part)
4 ... support rod 4c ... receiving frame support protrusion 4b ... formwork support protrusion 4d ... fitting recess

Claims (3)

断面略L字形の矩形枠からなり、外側面にアンカーが固定される側壁部と、該側壁部の下端から内方へ突出する蓋受部とからなる受枠を固定するためのコンクリート施工用装置であって、
固化前のコンクリートを支持する水平支持基材に立設され、前記アンカーを高さ調整可能に固着して前記受枠を所定の高さに支持する固定治具と、
該水平支持基材の上に設置され、該固定治具に支持された該受枠の内側に配設され、該受枠の外側に打込まれたコンクリートを遮断してハッチの入口内周面を規定する型枠部と、
互いに直角に交差して該型枠部に載置され、両端を該型枠部から外方に突出して前記受枠の前記側壁部を内側から支える受枠支持突部と、該型枠部の内側に当接するように径方向に突出する型枠支持突部とを有する支持杆と、
を備えることを特徴とするコンクリート施工用装置。
A concrete construction device for fixing a receiving frame comprising a rectangular frame having a substantially L-shaped cross section and having a side wall portion to which an anchor is fixed on the outer surface and a lid receiving portion protruding inward from the lower end of the side wall portion. There,
A fixing jig that is erected on a horizontal support base material that supports the concrete before solidification, and that anchors the anchor so that the height can be adjusted, and supports the receiving frame at a predetermined height;
Installed on the horizontal support base material, disposed inside the receiving frame supported by the fixing jig, and blocks the concrete driven outside the receiving frame to define the inner peripheral surface of the hatch entrance A mold part to be
A receiving frame supporting protrusion that is placed on the mold frame so as to intersect each other at right angles, projects both ends outward from the mold frame, and supports the side wall of the receiving frame from the inside, and on the inside of the mold frame A support rod having a mold support protrusion projecting radially so as to abut,
A concrete construction apparatus comprising:
前記型枠の上端の一辺の中央には支持杆を載置するための切欠きが設けられていることを特徴とする請求項1記載のコンクリート施工用装置。   2. The concrete construction apparatus according to claim 1, wherein a notch for placing a support rod is provided at the center of one side of the upper end of the mold. 前記支持杆は交差部分で互いに嵌合しあう嵌合凹部が設けられていることを特徴とする請求項1又は2記載のコンクリート施工用装置。   The apparatus for concrete construction according to claim 1 or 2, wherein the support rod is provided with a fitting recess that fits each other at an intersecting portion.
JP2008071031A 2008-03-19 2008-03-19 Concrete construction equipment Active JP5090220B2 (en)

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CN106522518B (en) * 2016-11-01 2018-09-07 新昌县丰泽机械有限公司 A kind of anti-deformation access hole
CN106884533A (en) * 2017-04-24 2017-06-23 青岛建集团有限公司 Adjustable window hole molding board support meanss
JP7068926B2 (en) * 2018-05-24 2022-05-17 株式会社ダイケン Formwork panel joint structure, formwork and floor inspection port concrete construction method
JP6491386B1 (en) * 2018-07-31 2019-03-27 株式会社Aoi Slab opening form and forming method of slab opening using the same
JP7149674B1 (en) * 2022-06-01 2022-10-07 株式会社宮本組 Formwork for unloading opening and method for forming unloading opening using same

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JPH05311680A (en) * 1992-05-13 1993-11-22 Daiichi Kizai Kk Wiring pit ditch and its construction method
JP3264756B2 (en) * 1993-09-20 2002-03-11 カネソウ株式会社 Concrete hatching equipment for floor hatch
JP3535888B2 (en) * 1994-03-30 2004-06-07 カネソウ株式会社 Groove lid receiving frame
JP2721798B2 (en) * 1994-04-05 1998-03-04 安藤建設株式会社 Sash holding formwork for PC frame
JPH11350724A (en) * 1998-06-10 1999-12-21 Chubu Corporation:Kk Method for constructing groove cover receiving frame

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106567526A (en) * 2016-11-01 2017-04-19 新昌县丰泽机械有限公司 Access port with deformation prevention function
CN106567526B (en) * 2016-11-01 2018-09-07 新昌县丰泽机械有限公司 A kind of anti-deformation access hole

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