JP2022045148A - Form for temporary opening - Google Patents

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JP2022045148A
JP2022045148A JP2020150670A JP2020150670A JP2022045148A JP 2022045148 A JP2022045148 A JP 2022045148A JP 2020150670 A JP2020150670 A JP 2020150670A JP 2020150670 A JP2020150670 A JP 2020150670A JP 2022045148 A JP2022045148 A JP 2022045148A
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temporary opening
temporary
lid
insert
concrete
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JP7476044B2 (en
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洋平 久保田
Yohei Kubota
俊二 藤井
Shunji Fujii
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Okabe Co Ltd
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Okabe Co Ltd
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Abstract

To provide a form for a temporary opening capable of easily mounting a bottom plate form for closing the temporary opening provided in the construction work of a reinforced concrete building.SOLUTION: A form for a temporary opening is constituted of: a side face part 2 forming an outer periphery of a temporary opening 10; an upper cover part 3 attached to an upper part of the side face part 2 and securing an upper cover thickness of the side face part 2 when concrete is placed; a lower cover part 4 attached to a lower part of the side face part 2 and securing a lower cover thickness of the side face part 2 when concrete is placed; an anchoring bar 5 penetrating the inside of the temporary opening 10 and integrating the temporary opening 10 with the surrounding concrete; and a lid 6 closing the lower end of the temporary opening 10. The side face part 2 is connected at four corners by corner connecting members 13, and the corner connecting member 13 is provided with an insert 24 through which a bolt 35 can be inserted from below the temporary opening 10; the lid 6 has bolt holes 32 for bolts which can be fixed to the insert 24 in alignment with the position of the insert 24.SELECTED DRAWING: Figure 5

Description

本発明は、鉄筋コンクリート造建造物の床スラブにおいて、建設資材等の運搬のための仮設開口部を形成する仮設開口部用型枠に関するものである。 The present invention relates to a formwork for a temporary opening that forms a temporary opening for transporting construction materials and the like in a floor slab of a reinforced concrete structure.

従来、鉄筋コンクリート造のマンション等の建築工事において、建設資材等を搬入するために、仮設開口部用型枠を用いて床スラブに仮設開口部が形成される。この仮設開口部は、資材搬入後にはコンクリートで閉塞され、床スラブが完成される。 Conventionally, in the construction work of a reinforced concrete condominium or the like, a temporary opening is formed in a floor slab by using a formwork for a temporary opening in order to carry in construction materials or the like. This temporary opening is closed with concrete after the material is brought in, and the floor slab is completed.

仮設開口部を閉塞する際には、仮設開口部の底部に底板型枠で蓋をした後、コンクリートを打設する。底板型枠を取り付ける方法として、例えば特許文献1には、下階からパイプサポートで底板型枠を支持する方法が記載されている。 When closing the temporary opening, the bottom of the temporary opening is covered with a bottom plate formwork, and then concrete is poured. As a method of attaching the bottom plate formwork, for example, Patent Document 1 describes a method of supporting the bottom plate formwork with a pipe support from the lower floor.

ところが、パイプサポートは一定時間設置しておく必要があり、その間、下階の作業空間が狭くなる。また、その仮設開口部と同じ位置の下階にも仮設開口部を設ける場合には、パイプサポートで底板型枠を固定することができない。 However, the pipe support needs to be installed for a certain period of time, during which the work space on the lower floor becomes narrower. Further, when the temporary opening is provided on the lower floor at the same position as the temporary opening, the bottom plate form cannot be fixed by the pipe support.

そのような場合に底板型枠を取り付ける方法として、特許文献1には、仮設開口部の上端を跨ぐように鋼管等を配置し、その鋼管に番線等を結束して底板型枠を吊り下げる方法も開示されている。 As a method of attaching the bottom plate formwork in such a case, in Patent Document 1, a steel pipe or the like is arranged so as to straddle the upper end of the temporary opening, and a number wire or the like is bound to the steel pipe to suspend the bottom plate formwork. Is also disclosed.

あるいは、従来、床スラブにインサートを埋設して底板型枠を取り付けることも行われている。 Alternatively, conventionally, an insert is embedded in a floor slab and a bottom plate formwork is attached.

特開2001-173230号公報Japanese Unexamined Patent Publication No. 2001-173230

しかしながら、特許文献1に記載された方法はいずれも、特殊且つ面倒な作業を要し、底板型枠を取り付けるために専門の作業員が必要となる。 However, all of the methods described in Patent Document 1 require special and troublesome work, and a specialized worker is required to attach the bottom plate formwork.

さらに、床スラブにインサートを埋設する場合は、インサートの埋設作業に手間がかかる。しかも、床スラブの割裂防止のためには仮設開口部からある程度離れた位置にインサートを設置する必要があり、底板型枠のサイズを開口部よりもかなり大きくする必要がある。底板型枠のサイズや重量が大きくなると、運搬や作業時に要する労力が増すうえ、仮設開口部を閉塞するコンクリートの重量によっては、底板型枠の変形が過大となる問題が生じる。 Further, when the insert is embedded in the floor slab, the work of burying the insert is troublesome. Moreover, in order to prevent the floor slab from splitting, it is necessary to install the insert at a position some distance from the temporary opening, and it is necessary to make the size of the bottom plate formwork considerably larger than the opening. When the size and weight of the bottom plate formwork increase, the labor required for transportation and work increases, and depending on the weight of the concrete that closes the temporary opening, there arises a problem that the deformation of the bottom plate formwork becomes excessive.

本発明の目的は、鉄筋コンクリート造建造物の建築工事において設けられる仮設開口部を塞ぐ際、特別な技能を要する専門の作業員を必要とすることなく、簡易に底板型枠を取り付けられる仮設開口部用型枠を提供することにある。 An object of the present invention is a temporary opening to which a bottom plate formwork can be easily attached without requiring a specialized worker who requires special skills when closing the temporary opening provided in the construction work of a reinforced concrete structure. To provide a formwork.

上記問題を解決するため、本発明は、建設中の鉄筋コンクリート造建造物の床スラブに仮設開口部を形成するための仮設開口部用型枠であって、前記仮設開口部の外周を形成する側面部と、前記側面部の上部に取り付けられ、コンクリート打設時に、前記側面部の上部かぶり厚を確保する上かぶり部と、前記側面部の下部に取り付けられ、コンクリート打設時に、前記側面部の下部かぶり厚を確保する下かぶり部と、前記仮設開口部の内側を貫通し、前記仮設開口部とその周囲のコンクリートとを一体化する定着筋と、前記仮設開口部の下端を塞ぐ蓋と、で構成され、前記側面部は、四隅をコーナー連結部材で連結され、前記コーナー連結部材には、前記仮設開口部の下方からボルトを挿通可能なインサートが設けられ、前記蓋は、前記インサートの位置に合わせて、前記インサートに固定可能なボルト用のボルト孔が形成されていることを特徴とする、仮設開口部用型枠を提供する。 In order to solve the above problems, the present invention is a formwork for a temporary opening for forming a temporary opening in a floor slab of a reinforced concrete structure under construction, and a side surface forming the outer periphery of the temporary opening. The upper cover portion, which is attached to the upper part of the side surface portion and secures the upper cover thickness of the side surface portion when concrete is placed, and the upper cover portion which is attached to the lower portion of the side surface portion and is attached to the lower part of the side surface portion when concrete is placed. A lower cover portion that secures the lower cover thickness, a fixing bar that penetrates the inside of the temporary opening and integrates the temporary opening with the concrete around it, and a lid that closes the lower end of the temporary opening. The side surface portion is connected at four corners by a corner connecting member, the corner connecting member is provided with an insert through which a bolt can be inserted from below the temporary opening, and the lid is at the position of the insert. Provided is a form for a temporary opening, characterized in that a bolt hole for a bolt that can be fixed to the insert is formed in accordance with the above.

前記蓋は、前記仮設開口部全体を塞ぐ平板部と、前記平板部の長手方向の対向する辺に沿って設けられたリブ状のフレーム部とを有し、前記ボルト孔が、前記平板部と前記フレーム部とを貫通して形成されていることが好ましい。 The lid has a flat plate portion that closes the entire temporary opening, and a rib-shaped frame portion provided along the opposite sides in the longitudinal direction of the flat plate portion, and the bolt hole is formed with the flat plate portion. It is preferably formed so as to penetrate the frame portion.

前記インサートは、前記仮設開口部の上端側よりも内側に設けられ、前記仮設開口部の上端側が下端側よりも大きいことが好ましい。 It is preferable that the insert is provided inside the upper end side of the temporary opening, and the upper end side of the temporary opening is larger than the lower end side.

本発明によれば、鉄筋コンクリート造建造物の建築工事に設けられる仮設開口部において、特別な技能を有する専門の作業員を必要とせず、また、下階の作業スペースを邪魔することなく、下端を塞ぐことができる。 According to the present invention, in a temporary opening provided in a building work of a reinforced concrete structure, the lower end is not required and the lower end is not disturbed to the work space on the lower floor without requiring a specialized worker having special skills. Can be closed.

本発明の実施形態にかかる仮設開口部用型枠の設置例を示す平面図である。It is a top view which shows the installation example of the formwork for a temporary opening which concerns on embodiment of this invention. 本発明の実施形態にかかる仮設開口部用型枠の例を示す斜視図である。It is a perspective view which shows the example of the formwork for a temporary opening which concerns on embodiment of this invention. 図2の仮設開口部用型枠の側面部の例を示す斜視図である。It is a perspective view which shows the example of the side surface part of the formwork for a temporary opening of FIG. 本発明の実施形態にかかる仮設開口部用型枠の蓋の例を示す底面図である。It is a bottom view which shows the example of the cover of the formwork for a temporary opening which concerns on embodiment of this invention. 本発明の実施形態にかかる仮設開口部用型枠の使用時の状態を示す説明図であり、(a)は仮設開口部の上下が開放された状態、(b)は仮設開口部の下方に蓋を固定した状態を示す。It is explanatory drawing which shows the state at the time of use of the form for temporary opening which concerns on embodiment of this invention, (a) is the state which the top and bottom of the temporary opening are open, (b) is below the temporary opening. Indicates a state in which the lid is fixed. 本発明の実施形態にかかる仮設開口部用型枠の使用時の状態を示す説明図であり、(a)は仮設開口部の上下が開放された状態、(b)は仮設開口部の上方に蓋を設置した状態を示す。It is explanatory drawing which shows the state at the time of use of the form for temporary opening which concerns on embodiment of this invention, (a) is the state which the top and bottom of the temporary opening are open, (b) is above the temporary opening. Indicates the state in which the lid is installed.

以下、本発明の実施の形態を、図を参照して説明する。なお、本明細書および図面において、実質的に同一の機能構成を有する要素においては、同一の符号を付することにより重複説明を省略する。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. In the present specification and the drawings, elements having substantially the same functional configuration are designated by the same reference numerals, so that duplicate description will be omitted.

本発明は、建設中の鉄筋コンクリート造の床スラブにおいて、建設資材等の運搬用に設けられる仮設開口部に用いられる型枠である。図1は、本発明の実施形態にかかる仮設開口部用型枠1を、建設中の鉄筋コンクリート造建造物の床スラブに設置した例を示し、図2は、本実施形態にかかる仮設開口部用型枠1の概略構成を示す。仮設開口部は、その役目を終えた後は、下端を蓋で塞ぎ、型枠に後打ちコンクリートを打設することにより閉塞される。 The present invention is a formwork used for a temporary opening provided for transporting construction materials and the like in a reinforced concrete floor slab under construction. FIG. 1 shows an example in which a formwork for a temporary opening according to an embodiment of the present invention is installed on a floor slab of a reinforced concrete structure under construction, and FIG. 2 shows an example for a temporary opening according to the present embodiment. The schematic structure of the formwork 1 is shown. After finishing its role, the temporary opening is closed by closing the lower end with a lid and placing post-cast concrete in the formwork.

仮設開口部10の周囲には、図1に示すように、床スラブとして設計上必要な鉄筋が配筋され、仮設開口部10を形成する位置に、仮設開口部用型枠1が配置される。通常、仮設開口部用型枠1の外周側には、仮設開口部10により欠損する鉄筋の代わりとなる補強筋9が配置される。本実施形態にかかる仮設開口部用型枠1は、図2に示すように、側面部2、上かぶり部3、下かぶり部4、および定着筋5を有している。なお、図2は、手前側の2辺については、上かぶり部3の記載を省略している。また、図2には蓋6は記載していない。 As shown in FIG. 1, reinforcing bars necessary for designing as a floor slab are arranged around the temporary opening 10, and the form 1 for the temporary opening is arranged at a position where the temporary opening 10 is formed. .. Normally, a reinforcing bar 9 that replaces the reinforcing bar that is lost due to the temporary opening 10 is arranged on the outer peripheral side of the temporary opening formwork 1. As shown in FIG. 2, the formwork 1 for a temporary opening according to the present embodiment has a side surface portion 2, an upper cover portion 3, a lower cover portion 4, and a fixing bar 5. In FIG. 2, the description of the upper cover portion 3 is omitted for the two sides on the front side. Further, the lid 6 is not shown in FIG.

側面部2は、仮設開口部10の外周となる四方にそれぞれ配置される。側面部2は、例えば図3に示すように、メッシュ状のせき板11と、上下方向に延びる凸状リブ12とが交互に一体成形されている。凸状リブ12は、仮設開口部用型枠1の各辺において内側に向けて突出している。四方に配置される側面部2は、コーナー連結部材13によって連結される。側面部2の材質としては、例えば厚さ0.4mm程度の溶融亜鉛めっき鋼板が用いられ、せき板11はメッシュ状に限らず、平板状でも構わない。側面部2に凸状リブ12が設けられていることにより、高い剛性を確保でき、コンクリート打設時に側圧を受けた際の変形を抑制できる。また、仮設開口部の周囲の先打ちコンクリートと、仮設開口部に打設される後打ちコンクリートとの接触面積を増やし、一体性を高めることができる。側面部2の上下方向の寸法は、床スラブ厚に応じて決められ、例えば90mm以上とされる。なお、側面部2の上部に、止水ゴム等を全周にわたって設置することで、仮設開口部10を閉塞した後の止水性能を得ることができる。 The side surface portions 2 are arranged on each of the four sides that are the outer periphery of the temporary opening 10. As shown in FIG. 3, for example, the side surface portion 2 is integrally formed with a mesh-shaped dam 11 and a convex rib 12 extending in the vertical direction alternately. The convex ribs 12 project inward on each side of the temporary opening formwork 1. The side surface portions 2 arranged on all sides are connected by the corner connecting member 13. As the material of the side surface portion 2, for example, a hot-dip galvanized steel sheet having a thickness of about 0.4 mm is used, and the dam 11 is not limited to a mesh shape but may be a flat plate shape. Since the convex rib 12 is provided on the side surface portion 2, high rigidity can be ensured, and deformation when receiving lateral pressure during concrete placement can be suppressed. Further, the contact area between the pre-cast concrete around the temporary opening and the post-cast concrete cast in the temporary opening can be increased to enhance the integrity. The vertical dimension of the side surface portion 2 is determined according to the thickness of the floor slab, and is, for example, 90 mm or more. By installing a waterproof rubber or the like on the upper part of the side surface portion 2 over the entire circumference, it is possible to obtain waterproof performance after closing the temporary opening 10.

上かぶり部3は、側面部2の上かぶり寸法を確保するために設けられる。本実施形態では、上かぶり部3は、上方且つ仮設開口部10の外側に向かって斜めに延び、仮設開口部10の全外周に亘って設けられる。斜め上方に延びていることで、型枠内にコンクリートを打設した後の取り外しが容易に行える。上かぶり部3の材質は特に限定されず、例えば鉄板等が用いられる。上かぶり部3は、仮設開口部用型枠1内にコンクリートを打設した後には、撤去される。 The upper cover portion 3 is provided to secure the upper cover dimension of the side surface portion 2. In the present embodiment, the upper cover portion 3 extends upward and diagonally toward the outside of the temporary opening 10, and is provided over the entire outer periphery of the temporary opening 10. Since it extends diagonally upward, it can be easily removed after placing concrete in the formwork. The material of the upper cover portion 3 is not particularly limited, and for example, an iron plate or the like is used. The upper cover portion 3 is removed after the concrete is placed in the formwork for the temporary opening.

下かぶり部4は、側面部2の下かぶり寸法を確保するために設けられ、側面部2の下部に設けられる。下かぶり部4は、例えば、側面部2を設置位置から浮き上がらせるためのスペーサ21や、先打ちコンクリートが仮設開口部内に侵入することを防ぐメッシュ状のコン止め部材22を備えている。本実施形態において、コン止め部材22は、スペーサ21の高さ方向を全て覆うように取り付けられ、仮設開口部の内側に向かって、かつ、側面部2の凸状リブ12よりも内側まで延びるように設けられる。なお、コン止め部材22はメッシュ状に限らず、平板状の鋼板でも構わない。この下かぶり部4は、コンクリート打設後に撤去する必要がなく、そのまま埋設される。このように下かぶり部4を設置して、先打ちコンクリートを打設した後の仮設開口部の断面が下側に向けて小さくなるようにすることで、仮設開口部にコンクリートを打設する際、コンクリートの抜け落ちを防止し、確実に隅々まで充填できる。コン止め部材22は、例えばスペーサ21の上部に溶接することにより取り付けられる。 The lower cover portion 4 is provided to secure the lower cover dimension of the side surface portion 2, and is provided at the lower portion of the side surface portion 2. The lower cover portion 4 is provided with, for example, a spacer 21 for raising the side surface portion 2 from the installation position, and a mesh-shaped control member 22 for preventing the precast concrete from entering the temporary opening. In the present embodiment, the control member 22 is attached so as to cover the entire height direction of the spacer 21, and extends toward the inside of the temporary opening and inward of the convex rib 12 of the side surface portion 2. It is provided in. The control member 22 is not limited to the mesh shape, but may be a flat plate-shaped steel plate. The lower cover portion 4 does not need to be removed after the concrete is placed, and is buried as it is. When placing concrete in the temporary opening by installing the lower cover portion 4 in this way so that the cross section of the temporary opening after placing the pre-cast concrete becomes smaller toward the lower side. , Prevents concrete from falling off and can reliably fill every corner. The control member 22 is attached, for example, by welding to the upper part of the spacer 21.

定着筋5は、例えばD13の異径鉄筋の両端に、定着部材として鋼管スリーブ23を圧着して構成される。両端部は、コーナー連結部材13に定着できる形状であれば、スリーブ状に限ることはないが、仮設開口部周辺の配筋に対して邪魔にならずに設置できる形状が好ましい。定着筋5は、四方の側面部2に沿って仮設開口部10の内周側を貫通し、仮設開口部用型枠1から所定長さだけ外側へ突出させる。これにより、コンクリート打設後に、仮設開口部用型枠1の内側とその周辺のスラブとが一体化される。その結果、仮設開口部10を充填した個所に生じる曲げモーメントを周辺に伝達するとともに、仮設開口部10を設けたことによって欠損したスラブ鉄筋の代わりに、スラブに生じる曲げモーメントに抵抗することができる。 The fixing bar 5 is configured by, for example, crimping a steel pipe sleeve 23 as a fixing member to both ends of a different diameter reinforcing bar of D13. Both ends are not limited to a sleeve shape as long as they can be fixed to the corner connecting member 13, but a shape that can be installed without disturbing the reinforcement arrangement around the temporary opening is preferable. The fixing bar 5 penetrates the inner peripheral side of the temporary opening 10 along the side surface portions 2 on all sides, and protrudes outward by a predetermined length from the temporary opening formwork 1. As a result, after the concrete is placed, the inside of the formwork 1 for the temporary opening and the slab around the inside are integrated. As a result, the bending moment generated at the place where the temporary opening 10 is filled can be transmitted to the periphery, and the bending moment generated in the slab can be resisted instead of the slab reinforcing bar that is lost due to the provision of the temporary opening 10. ..

側面部2の四方の角部は、コーナー連結部材13で連結される。コーナー連結部材13には、下方からボルトを挿通できるようにインサート24が設けられている。インサート24は、仮設開口部用型枠1を現場に設置した状態で形成される仮設開口部10の上端よりも内側となる位置に設けられる。以上のように構成される仮設開口部用型枠1は、例えば、工場で組み立てられて現場に搬入し、建設現場で設置される。 The four corners of the side surface portion 2 are connected by the corner connecting member 13. The corner connecting member 13 is provided with an insert 24 so that a bolt can be inserted from below. The insert 24 is provided at a position inside the upper end of the temporary opening 10 formed in a state where the temporary opening formwork 1 is installed at the site. The formwork 1 for a temporary opening configured as described above is, for example, assembled at a factory, carried into a site, and installed at a construction site.

インサート24は、仮設開口部10が資材運搬等の役目を終えて閉塞される際、コンクリートを打設する前に仮設開口部10の下端を塞ぐ蓋6を取り付ける際に使用される。図4は、本実施形態にかかる蓋6の例を示す。蓋6は、仮設開口部10全体を覆う大きさを有する平板部31を有し、コーナー連結部材13のインサート24の位置に対応する平板部31の四隅付近に、それぞれボルト孔32が形成されている。また、平板部31の長辺方向の対向する辺の外周付近に、ボルト孔32同士を結ぶように、L字状のアングルからなるフレーム部33が固定されている。フレーム部33は、L字状のアングルに限るものではないが、平板部31の剛性を向上させるためにリブ状に設けられ、例えば溶接によって平板部31に固定される。平板部31に形成されたボルト孔32は、フレーム部33にも同じ位置に形成され、すなわちボルト孔32は平板部31およびフレーム部33を貫通している。さらに、本実施形態では、平板部31の剛性を高め、コンクリートの荷重がかかったときの変形を防止するために、平板部31の短辺方向にも適宜、L字状アングルからなる補強材34が、溶接あるいはねじ止め等により固定されている。 The insert 24 is used when the temporary opening 10 has finished its role of transporting materials and is closed, and when the lid 6 for closing the lower end of the temporary opening 10 is attached before placing concrete. FIG. 4 shows an example of the lid 6 according to the present embodiment. The lid 6 has a flat plate portion 31 having a size that covers the entire temporary opening 10, and bolt holes 32 are formed in the vicinity of the four corners of the flat plate portion 31 corresponding to the positions of the inserts 24 of the corner connecting member 13. There is. Further, a frame portion 33 having an L-shaped angle is fixed so as to connect the bolt holes 32 to each other near the outer periphery of the opposite sides of the flat plate portion 31 in the long side direction. The frame portion 33 is not limited to an L-shaped angle, but is provided in a rib shape in order to improve the rigidity of the flat plate portion 31, and is fixed to the flat plate portion 31 by welding, for example. The bolt holes 32 formed in the flat plate portion 31 are also formed at the same positions in the frame portion 33, that is, the bolt holes 32 penetrate the flat plate portion 31 and the frame portion 33. Further, in the present embodiment, in order to increase the rigidity of the flat plate portion 31 and prevent deformation when a load of concrete is applied, the reinforcing material 34 made of an L-shaped angle is appropriately formed in the short side direction of the flat plate portion 31. However, it is fixed by welding or screwing.

以下、蓋6の使用方法について説明する。 Hereinafter, how to use the lid 6 will be described.

資材運搬等の役目を終えて、蓋6を仮設開口部10の下端側に取り付ける際には、図5(a)に示すように、蓋6のフレーム部33が取り付けられている面を下向きにし、且つ、蓋6のボルト孔32とインサート24の位置とを一致させて、蓋6の下方からインサート24にボルト35を螺合し、図5(b)に示すように蓋6を固定する。仮設開口部用型枠1の四隅に予めインサート24を設けることで、特別な技能を要することなく、また、下階のスペースを制限するパイプサポート等を必要とせずに、蓋6を容易に取り付けることができる。 When the lid 6 is attached to the lower end side of the temporary opening 10 after finishing the role of transporting materials, the surface of the lid 6 to which the frame portion 33 is attached faces downward as shown in FIG. 5A. Then, the bolt hole 32 of the lid 6 and the position of the insert 24 are aligned with each other, and the bolt 35 is screwed into the insert 24 from below the lid 6 to fix the lid 6 as shown in FIG. 5 (b). By providing inserts 24 in advance at the four corners of the temporary opening formwork 1, the lid 6 can be easily attached without requiring special skills and without the need for pipe supports or the like that limit the space on the lower floors. be able to.

また、本実施形態のように蓋6にリブ状のフレーム部33を設けることで、蓋6の剛性が向上し、仮設開口部10の下端側において、蓋6がコンクリートの重量で変形するのを防止できる。さらに、ボルト孔32が平板部31とフレーム部33とを貫通していることで、安定して堅固に蓋6を固定できる。したがって、蓋6をそのまま底板型枠として利用できる。また、蓋6は、運搬や設置等の作業を行う際の労力を考慮すれば軽量であることが望ましいが、フレーム部33や補強材34を設けることで平板部31に求められる強度および剛性を低減できるので、板厚を薄く計量なものとすることができる。なお、平板部31の材質は、軽量な樹脂製が望ましいが、木製や鉄製でも構わない。また、フレーム部33は、高い強度や剛性を要するため、鉄製が望ましいが、必要な強度および剛性を満たすものであれば樹脂製でも良い。 Further, by providing the rib-shaped frame portion 33 on the lid 6 as in the present embodiment, the rigidity of the lid 6 is improved, and the lid 6 is deformed by the weight of the concrete on the lower end side of the temporary opening 10. Can be prevented. Further, since the bolt hole 32 penetrates the flat plate portion 31 and the frame portion 33, the lid 6 can be stably and firmly fixed. Therefore, the lid 6 can be used as it is as a bottom plate formwork. Further, the lid 6 is preferably lightweight in consideration of labor for carrying and installing, but by providing the frame portion 33 and the reinforcing material 34, the strength and rigidity required for the flat plate portion 31 can be obtained. Since it can be reduced, the plate thickness can be made thin and weighable. The material of the flat plate portion 31 is preferably made of lightweight resin, but may be made of wood or iron. Further, the frame portion 33 is preferably made of iron because it requires high strength and rigidity, but may be made of resin as long as it satisfies the required strength and rigidity.

また、インサート24を仮設開口部10の上端と下端との間、特にコーナー連結部材13の下端部に設置すれば、下端側の蓋6の固定を蓋6に近い位置で行うことが可能となり、コンクリート重量による蓋6の変形を低減することができる。 Further, if the insert 24 is installed between the upper end and the lower end of the temporary opening 10, particularly at the lower end of the corner connecting member 13, the lid 6 on the lower end side can be fixed at a position close to the lid 6. Deformation of the lid 6 due to the weight of concrete can be reduced.

一方、仮設開口部10に打設したコンクリートの養生期間や建設資材等を運搬するとき以外は、建築工事の作業性を考慮すると、仮設開口部10の上端側を塞いでおくことが好ましい。本実施形態においては、前述の通り、上かぶり部3が仮設開口部10の外側に向かって斜めに延び、下かぶり部4のコン止め部材22が仮設開口部10の内側に向かって延びるように設けられている。そのため、図6(a)に示すように、仮設開口部10の上端の開口幅W1が、下端の開口幅W2よりも大きく形成されている。そして、インサート24の位置を上かぶり部3の仮設開口部上端の側面位置よりも内側となるようにすることで、蓋6を載置したときに、フレーム部33を仮設開口部10の上端側の内側に収めることができる。そのため、下端側を塞ぐ蓋6を、仮設開口部10の上端側を一時的に塞ぐ際にも兼用して用いることができる。その際には、図6(b)に示すように、フレーム部33が取り付けられている側を下向きにして、仮設開口部10の内側にフレーム部33が納まるように蓋6を載置するだけでよい。フレーム部33が仮設開口部10の側面に接触するまで位置がずれても蓋6が仮設開口部10内に落下しないような大きさにすることにより、蓋6が水平方向にずれたとしても、フレーム部33が仮設開口部10の側面に引っかかることで、それ以上のずれを防ぐことができる。したがって、上端側は、ボルト等の固定手段が必要なく、着脱に手間がかからないので、仮設開口部10を一時的に塞ぐことが容易に行える。 On the other hand, it is preferable to close the upper end side of the temporary opening 10 in consideration of the workability of the building work, except for the curing period of the concrete placed in the temporary opening 10 and the transportation of construction materials. In the present embodiment, as described above, the upper cover portion 3 extends diagonally toward the outside of the temporary opening 10, and the control member 22 of the lower cover 4 extends toward the inside of the temporary opening 10. It is provided. Therefore, as shown in FIG. 6A, the opening width W1 at the upper end of the temporary opening 10 is formed to be larger than the opening width W2 at the lower end. Then, by setting the position of the insert 24 to be inside the side surface position of the upper end of the temporary opening of the upper cover portion 3, the frame portion 33 is placed on the upper end side of the temporary opening 10 when the lid 6 is placed. Can be stored inside. Therefore, the lid 6 that closes the lower end side can also be used when temporarily closing the upper end side of the temporary opening 10. In that case, as shown in FIG. 6B, the lid 6 is simply placed so that the frame portion 33 fits inside the temporary opening 10 with the side to which the frame portion 33 is attached facing downward. It's fine. Even if the lid 6 is displaced in the horizontal direction by making the size so that the lid 6 does not fall into the temporary opening 10 even if the position is displaced until the frame portion 33 comes into contact with the side surface of the temporary opening 10. By catching the frame portion 33 on the side surface of the temporary opening 10, further deviation can be prevented. Therefore, the upper end side does not require fixing means such as bolts, and it does not take time to attach / detach, so that the temporary opening 10 can be easily closed temporarily.

仮設開口部10の上部に蓋6を載置する際には、段差が生じると作業性が低下するため、仮設開口部10の上部から大きく突出しないことが望ましい。本実施形態によれば、フレーム部33を下方に向けて開口部の内部に収めるとともに、平板部31の板厚を薄くすることにより、段差を最小限にすることができる。 When the lid 6 is placed on the upper part of the temporary opening 10, it is desirable that the lid 6 does not protrude significantly from the upper part of the temporary opening 10 because the workability is lowered if a step is generated. According to the present embodiment, the step can be minimized by fitting the frame portion 33 downward into the inside of the opening and reducing the plate thickness of the flat plate portion 31.

以上、本発明の好適な実施形態について説明したが、本発明はかかる例に限定されない。当業者であれば、特許請求の範囲に記載された技術的思想の範疇内において、各種の変更例または修正例に想到しうることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。 Although the preferred embodiment of the present invention has been described above, the present invention is not limited to such an example. It is clear that a person skilled in the art can come up with various modifications or modifications within the scope of the technical ideas described in the claims, and of course, the technical scope of the present invention also includes them. It is understood that it belongs to.

本発明は、鉄筋コンクリート造建造物の床スラブに仮設開口部を形成する際に用いられる仮設開口部用型枠に適用できる。 The present invention can be applied to a formwork for a temporary opening used when forming a temporary opening in a floor slab of a reinforced concrete structure.

1 仮設開口部用型枠
2 側面部
3 上かぶり部
4 下かぶり部
5 定着筋
6 蓋
10 仮設開口部
11 せき板
12 凸状リブ
13 コーナー連結部材
21 スペーサ
22 コン止め部材
23 鋼管スリーブ
24 インサート
31 平板部
32 ボルト孔
33 フレーム部
34 補強材
35 ボルト
1 Formwork for temporary opening 2 Side surface part 3 Upper cover part 4 Lower cover part 5 Fixing bar 6 Lid 10 Temporary opening 11 Weir plate 12 Convex rib 13 Corner connecting member 21 Spacer 22 Containing member 23 Steel pipe sleeve 24 Insert 31 Flat plate 32 Bolt hole 33 Frame 34 Reinforcing material 35 Bolt

Claims (3)

建設中の鉄筋コンクリート造建造物の床スラブに仮設開口部を形成するための仮設開口部用型枠であって、
前記仮設開口部の外周を形成する側面部と、
前記側面部の上部に取り付けられ、コンクリート打設時に、前記側面部の上部かぶり厚を確保する上かぶり部と、
前記側面部の下部に取り付けられ、コンクリート打設時に、前記側面部の下部かぶり厚を確保する下かぶり部と、
前記仮設開口部の内側を貫通し、前記仮設開口部とその周囲のコンクリートとを一体化する定着筋と、
前記仮設開口部の下端を塞ぐ蓋と、
で構成され、
前記側面部は、四隅をコーナー連結部材で連結され、前記コーナー連結部材には、前記仮設開口部の下方からボルトを挿通可能なインサートが設けられ、
前記蓋は、前記インサートの位置に合わせて、前記インサートに固定可能なボルト用のボルト孔が形成されていることを特徴とする、仮設開口部用型枠。
A formwork for temporary openings for forming temporary openings in the floor slabs of reinforced concrete structures under construction.
The side surface portion forming the outer circumference of the temporary opening and the side surface portion
An upper cover portion that is attached to the upper part of the side surface portion and secures the upper cover thickness of the side surface portion when concrete is placed.
A lower cover portion that is attached to the lower part of the side surface portion and secures the lower cover thickness of the side surface portion when placing concrete.
A fixing bar that penetrates the inside of the temporary opening and integrates the temporary opening with the concrete around it.
A lid that closes the lower end of the temporary opening,
Consists of
The four corners of the side surface portion are connected by corner connecting members, and the corner connecting member is provided with an insert through which a bolt can be inserted from below the temporary opening.
The lid is a form for a temporary opening, characterized in that a bolt hole for a bolt that can be fixed to the insert is formed in accordance with the position of the insert.
前記蓋は、前記仮設開口部全体を塞ぐ平板部と、前記平板部の長手方向の対向する辺に沿って設けられたリブ状のフレーム部とを有し、前記ボルト孔が、前記平板部と前記フレーム部とを貫通して形成されていることを特徴とする、請求項1に記載の仮設開口部用型枠。 The lid has a flat plate portion that closes the entire temporary opening, and a rib-shaped frame portion provided along the opposite sides in the longitudinal direction of the flat plate portion, and the bolt hole is the flat plate portion. The form for a temporary opening according to claim 1, wherein the form is formed so as to penetrate the frame portion. 前記インサートは、前記仮設開口部の上端側よりも内側に設けられ、前記仮設開口部の上端側が下端側よりも大きいことを特徴とする、請求項1または2に記載の仮設開口部用型枠。 The formwork for a temporary opening according to claim 1 or 2, wherein the insert is provided inside the upper end side of the temporary opening, and the upper end side of the temporary opening is larger than the lower end side. ..
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CN115217329A (en) * 2022-08-25 2022-10-21 苏州建设(集团)规划建筑设计院有限责任公司 Concrete floor slab opening plugging structure and construction method thereof

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JP3007524U (en) 1994-08-05 1995-02-21 株式会社国元商会 Buried formwork for slab openings
JP3612747B2 (en) 1994-09-26 2005-01-19 味の素株式会社 Crystallization method of phenylalanine anhydride crystals
JP4176937B2 (en) 1999-12-14 2008-11-05 株式会社フジタ Synthetic resin formwork
JP2004108083A (en) 2002-09-20 2004-04-08 Tm Giken Kk Form implement for temporary opening of slab, and method for forming and closing temporary opening of slab

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CN115217329A (en) * 2022-08-25 2022-10-21 苏州建设(集团)规划建筑设计院有限责任公司 Concrete floor slab opening plugging structure and construction method thereof

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