JP2007092310A - Inner form structure - Google Patents

Inner form structure Download PDF

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JP2007092310A
JP2007092310A JP2005280025A JP2005280025A JP2007092310A JP 2007092310 A JP2007092310 A JP 2007092310A JP 2005280025 A JP2005280025 A JP 2005280025A JP 2005280025 A JP2005280025 A JP 2005280025A JP 2007092310 A JP2007092310 A JP 2007092310A
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inner mold
scaffold
forming member
opening
scaffold forming
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JP3891210B1 (en
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Yoshihiro Minaishi
佳弘 源石
Seiji Murai
誠二 村井
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MK ENGINEERING KK
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MK ENGINEERING KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an inner form structure enabling the easy assembly and disassembly of a scaffold. <P>SOLUTION: This inner form structure 1 is disposed on the inside of an outer form 100 and used for manufacturing a concrete structure in the clearance thereof from the outer form frame 100. The inner form structure comprises an opening/closing window formed in the inner form 2 and a scaffold forming member 10 used for the scaffold for forming reinforcements for the concrete structure installed between the outer form 100 and the inner form 2 and installed movably between a storage position A on the inside of the opening/closing window and a use position B where at least its end is projected to the outside through the opening/closing window. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、外型枠の内側に配されて、その外型枠との間でコンクリート製構造物を作製するための内型枠構造に関し、より詳細には、例えばトンネルなどの断面形状が長さ方向でほぼ同一のコンクリート製構造物の作製に好適な内型枠構造に関する。   The present invention relates to an inner mold structure that is arranged inside an outer mold and for producing a concrete structure with the outer mold, and more specifically, has a long cross-sectional shape such as a tunnel. The present invention relates to an inner mold structure suitable for producing a concrete structure substantially identical in the vertical direction.

上述した内型枠構造は、従来多数のパネル板を連結する構成のものが一般的である(例えば特許文献1参照)。そして、このような構成の内型枠構造と外型枠との間で作製されるコンクリート製構造物の内部には、鉄筋が設けられる。   The above-described inner mold frame structure is generally configured to connect a large number of panel plates (see, for example, Patent Document 1). And a reinforcing bar is provided in the concrete structure produced between the inner formwork structure and the outer formwork having such a configuration.

上記鉄筋は、外型枠と内型枠との隙間が広いときには、その隙間に足場を組立て、足場を利用して作製される。一方、前記隙間が狭いときには、一般的に、外型枠の形成前に内型枠の外側に足場を組立て、その足場を利用して作製される。そして、鉄筋を作製した後で、足場は分解される。
特開2005−126918号
When the gap between the outer mold frame and the inner mold frame is wide, the reinforcing bars are manufactured by assembling a scaffold in the gap and using the scaffold. On the other hand, when the gap is narrow, the scaffold is generally manufactured by assembling a scaffold outside the inner mold before the outer mold is formed. And after producing the rebar, the scaffold is disassembled.
JP 2005-126918 A

ところで、足場の組立ては、通常、多数の金属パイプを縦横に連結して足場本体部を形成し、その足場本体部の適当な箇所に踏み板や手摺りを取付けることで行われる。   By the way, the assembly of the scaffold is usually performed by connecting a large number of metal pipes vertically and horizontally to form a scaffold body, and attaching a footboard or a handrail to an appropriate location of the scaffold body.

しかしながら、上述したトンネルなどのコンクリート製構造物をその全長分につき一遍に作製するのではなく、部分部分を連結しつつ作製する場合には、内型枠および外型枠を移動させるとともに、足場もその移動の都度、組立ておよび分解をする必要があり、足場の組立て・分解は大変に面倒な作業となっていた。   However, when the above-mentioned concrete structures such as tunnels are not produced uniformly for the entire length, but are produced while connecting the partial parts, the inner and outer molds are moved and the scaffold is also used. It is necessary to assemble and disassemble each time it is moved, and assembling and disassembling the scaffolds is a very troublesome task.

本発明は、このように従来技術の課題を解決するためになされたものであり、足場の組立て・分解を簡単に行い得る内型枠構造を提供することを目的とする。   The present invention has been made to solve the problems of the prior art as described above, and it is an object of the present invention to provide an inner mold structure that can easily assemble and disassemble a scaffold.

本発明の請求項1に係る内型枠構造は、外型枠の内側に配されて、該外型枠との間でコンクリート製構造物を作製するための内型枠構造において、内型枠に設けた開閉窓と、外型枠と内型枠との間に設ける上記コンクリート製構造物用の鉄筋を形成するための足場用に用いられ、上記開閉窓より内側の収納位置と上記開閉窓より少なくとも先端部が外側に突出する使用位置とにわたり移動可能に設けられた足場形成部材とを具備することを特徴とする。   An inner formwork structure according to claim 1 of the present invention is an inner formwork structure which is arranged inside an outer formwork for producing a concrete structure with the outer formwork. Used for the scaffold for forming the reinforcing bar for the concrete structure provided between the outer window and the inner frame, and the storage position inside the window and the window It is further characterized by comprising a scaffold forming member that is provided so as to be movable over at least a use position where the tip portion projects outward.

本発明の請求項2に係る内型枠構造は、請求項1に記載の内型枠構造において、前記足場形成部材が、同一高さ位置で水平方向に多数設けられていることを特徴とする。   An inner mold structure according to a second aspect of the present invention is the inner mold structure according to the first aspect, wherein a number of the scaffold forming members are provided in the horizontal direction at the same height position. .

本発明の請求項3に係る内型枠構造は、請求項2に記載の内型枠構造において、前記足場形成部材が、複数の高さ位置で設けられていることを特徴とする。   An inner mold structure according to a third aspect of the present invention is the inner mold structure according to the second aspect, wherein the scaffold forming member is provided at a plurality of height positions.

本発明の請求項4に係る内型枠構造は、請求項1乃至3のいずれかに記載の内型枠構造において、前記内型枠を支持する骨格構造体を内型枠の内側に有し、該骨格構造体に取付けられた支持部材により前記足場形成部材の基端側がスライド可能に支持されていることを特徴とする。   An inner mold structure according to a fourth aspect of the present invention is the inner mold structure according to any one of the first to third aspects, wherein a skeleton structure that supports the inner mold frame is provided inside the inner mold frame. The base end side of the scaffold forming member is slidably supported by a support member attached to the skeleton structure.

本発明の請求項5に係る内型枠構造は、請求項4に記載の内型枠構造において、前記足場形成部材の基端に、前記支持部材から抜けるのを防止するための抜止部材が設けられていることを特徴とする。   The inner mold structure according to claim 5 of the present invention is the inner mold structure according to claim 4, wherein a retaining member for preventing the scaffold forming member from coming off from the support member is provided at the base end of the scaffold forming member. It is characterized by being.

本発明の請求項6に係る内型枠構造は、請求項1乃至5のいずれかに記載の内型枠構造において、前記足場形成部材の先端に、門状をした手摺りの隣り合うものどうしの各両下端の片方が着脱可能に取付けられる手摺り取付部材が設けられていることを特徴とする。   An inner formwork structure according to claim 6 of the present invention is the inner formwork structure according to any one of claims 1 to 5, wherein adjacent ones of a gate-like handrail are arranged at the tip of the scaffold forming member. A handrail attachment member to which one of the lower ends of each of these is detachably attached is provided.

本発明の内型枠構造による場合には、内型枠の内側の収納位置に収納された足場形成部材が、開閉窓をあけることによりその開閉窓から少なくとも先端部を突出させることができ、その足場形成部材の突出部分に、例えば踏み板や手摺りを取付けることで足場が形成される。そして、その足場を利用して鉄筋の作製が行われる。また、鉄筋作製後は、上記踏み板や手摺りを取外して足場形成部材を収納位置に移動させて開閉窓を閉めることで、内型枠本来としての使用が可能となる。よって、踏み板や手摺りの取付け・分解を必要とするものの、従来のような踏み板や手摺りを取付けるための足場本体部の連結および分解が不要になるため、足場の組立て・分解を簡単に行い得る。   In the case of the inner mold frame structure of the present invention, the scaffold forming member stored in the storage position inside the inner mold frame can project at least the tip from the open / close window by opening the open / close window, For example, a scaffold is formed by attaching a footboard or a handrail to the protruding portion of the scaffold forming member. And the reinforcement is produced using the scaffold. In addition, after the reinforcing bar is manufactured, it is possible to use it as an original inner frame by removing the step board and the handrail, moving the scaffold forming member to the storage position, and closing the open / close window. Therefore, although it is necessary to attach and disassemble the footboard and handrail, it is no longer necessary to connect and disassemble the scaffold body for attaching the footboard and handrail as in the past, so the assembly and disassembly of the scaffold can be performed easily. obtain.

請求項2による場合には、足場を同一高さ位置で内型枠の長手方向に沿って配置させることが容易になる。   According to the second aspect, the scaffold can be easily arranged along the longitudinal direction of the inner mold at the same height position.

請求項3による場合には、足場を高さ方向に位置をずらして形成することが容易になる。   According to the third aspect, it is easy to form the scaffold by shifting the position in the height direction.

請求項4による場合には、足場形成部材をスライドさせることで収納位置と使用位置とにわたり変位させ得、取り扱いが容易になる。   According to the fourth aspect, by sliding the scaffold forming member, it can be displaced between the storage position and the use position, and the handling becomes easy.

請求項5による場合には、収納位置にある足場形成部材を、抜止部材が支持部材に当たって停止するまでスライドさせても抜止めされる。また、その抜止めされた位置で使用位置になる。   According to the fifth aspect, even if the scaffold forming member in the storage position is slid until the retaining member hits the support member and stops, the retaining member is retained. Moreover, it becomes a use position in the secured position.

請求項6による場合には、手摺りの取付が簡単に行われる。   According to the sixth aspect, the handrail is easily attached.

以下に、本発明を具体的に説明する。   The present invention will be specifically described below.

図1は本発明の一実施形態に係る内型枠構造を示す正面図で、図2はその内型枠構造を示す側面図である。なお、図1は、左半分には外型枠が外側にセパレータを介して所定距離だけ離隔された状態を表し、右半分には外型枠のない状態であって足場が形成された状態を表している。図1中の101は、外型枠100の外側に予め設けられている足場であって内型枠用の足場とは別のものである。   FIG. 1 is a front view showing an inner mold structure according to an embodiment of the present invention, and FIG. 2 is a side view showing the inner mold structure. FIG. 1 shows a state in which the outer mold frame is separated from the left half by a predetermined distance via a separator, and the right half has no outer mold frame and a scaffold is formed. Represents. Reference numeral 101 in FIG. 1 is a scaffold provided in advance on the outside of the outer mold 100 and is different from the scaffold for the inner mold.

この内型枠構造1は、外型枠100の内側に配されて、外型枠100との間でコンクリート製構造物を作製するためのものである。コンクリート製構造物としては、本実施形態ではアーチ状のものである。   This inner formwork structure 1 is arranged inside the outer formwork 100 and is for producing a concrete structure with the outer formwork 100. In this embodiment, the concrete structure has an arch shape.

上記内型枠構造1は、開閉窓3を有する内型枠2と、足場形成部材10とを具備する。内型枠2は、本実施形態ではコンクリート製構造物の内面に応じたアーチ状のフレーム2aの外側に、コンクリート製構造物の内面を形作るための多数のパネル2bを固定した構成のもので、その内側に設けた骨格構造体4によりフレーム2aが支持されている。その骨格構造体4は、例えば形鋼などの金属片5を縦横及び斜めに連結して作製されている。   The inner mold structure 1 includes an inner mold 2 having an opening / closing window 3 and a scaffold forming member 10. In this embodiment, the inner mold 2 has a structure in which a large number of panels 2b for forming the inner surface of the concrete structure are fixed to the outer side of the arch-shaped frame 2a corresponding to the inner surface of the concrete structure. The frame 2a is supported by the skeleton structure 4 provided on the inside thereof. The skeletal structure 4 is produced by connecting metal pieces 5 such as shaped steel, for example, vertically and horizontally and obliquely.

開閉窓3は、図2に示すように、内型枠2に、複数の高さ位置において水平方向に多数設けられている。本実施形態では、内型枠2の片面側において、縦5個×横8個で計40個設けられている。なお、内型枠2のもう片面側も同様に開閉窓3が配置されている。   As shown in FIG. 2, a large number of opening / closing windows 3 are provided in the inner mold 2 in the horizontal direction at a plurality of height positions. In the present embodiment, on one side of the inner mold 2, a total of 40 pieces of 5 × 8 in total are provided. The open / close window 3 is similarly arranged on the other side of the inner mold 2.

図3は開閉窓部分を内型枠の内側から見たときの正面図で、図4はその平面図であり、図5はその左側面図である。   3 is a front view of the opening / closing window portion as viewed from the inside of the inner mold, FIG. 4 is a plan view thereof, and FIG. 5 is a left side view thereof.

開閉窓3は、内型枠2に設けた開口6と、その開口6を塞ぐ扉7とで構成され、扉7は内側に開け閉めできるようになっている。具体的には、開口6よりも扉7の方が若干大きく形成されていて、扉7の内側上部に設けた取手8を引くと、扉7の下部に設けたヒンジ9の回りを揺動して開き、逆に取手8を引き上げると、扉7が開口6を塞ぐようになっている。そして、図5に示すように、扉7を閉めた状態で、開口6の上側に設けた水平片6aに形成した孔6bに楔状のロック片6cを上側から下向きに差込むことで、扉7を閉状態(二点鎖線にて示す)にロックできる。逆に、ロック片6cを上側へ引抜くと、扉7を開状態(一点鎖線にて示す)にすることが可能になる。   The opening / closing window 3 includes an opening 6 provided in the inner mold 2 and a door 7 that closes the opening 6. The door 7 can be opened and closed inside. Specifically, the door 7 is formed to be slightly larger than the opening 6, and when the handle 8 provided at the upper inside of the door 7 is pulled, the door 7 swings around the hinge 9 provided at the lower part of the door 7. When the handle 8 is pulled up and the handle 8 is pulled up, the door 7 closes the opening 6. Then, as shown in FIG. 5, with the door 7 closed, a wedge-shaped lock piece 6 c is inserted downward into the hole 6 b formed in the horizontal piece 6 a provided on the upper side of the opening 6. Can be locked in a closed state (indicated by a two-dot chain line). Conversely, when the lock piece 6c is pulled upward, the door 7 can be opened (indicated by a one-dot chain line).

図6(a)は開閉窓の内側にもうけられた足場形成部材を示す正面図、同(b)はその平面図である。   FIG. 6A is a front view showing a scaffold forming member provided inside the opening / closing window, and FIG. 6B is a plan view thereof.

図6に示す足場形成部材10は、各開閉窓3の内側にそれぞれ配置されていて、本実施形態では角パイプが用いられている。この足場形成部材10に対し、本実施形態ではその上下位置に、スライド可能に支持する支持部材11が2対設けられている。各対の支持部材11の上下方向の間隔Hは、足場形成部材10の高さ寸法にほぼ一致させてある。また、2対の支持部材11の間隔Lは、後述する所望の重量に耐え得る適当な長さに設定されている。更に、各支持部材11は、上記骨格構造体4に所定位置となるように固定されている。   The scaffold forming member 10 shown in FIG. 6 is disposed inside each opening / closing window 3, and a square pipe is used in this embodiment. In this embodiment, two pairs of support members 11 that are slidably supported are provided to the scaffold forming member 10 in the vertical position. The vertical distance H between the pair of support members 11 is substantially matched to the height dimension of the scaffold forming member 10. The distance L between the two pairs of support members 11 is set to an appropriate length that can withstand a desired weight described later. Further, each support member 11 is fixed to the skeleton structure 4 so as to be in a predetermined position.

よって、支持部材11で支持された足場形成部材10を内型枠2の内外方向にスライドさせることで、足場形成部材10を開閉窓3の内側の収納位置Aと、足場形成部材10の先端部が開閉窓3の外側に突出する使用位置Bとにわたり移動させ得る。これにより取り扱い性が容易になっている。   Therefore, the scaffold forming member 10 supported by the support member 11 is slid in the inner and outer directions of the inner mold 2, so that the scaffold forming member 10 is stored in the storage position A inside the opening / closing window 3 and the distal end portion of the scaffold forming member 10. Can be moved over the use position B projecting outside the opening / closing window 3. This facilitates handling.

また、足場形成部材10の基端側には、抜止部材としてのボルト12が取付けられている。よって、扉7を開けて、使用位置Bとすべく足場形成部材10を開口6より引出すと、ボルト12が内奥側の支持部材11に当接して停止し、これにより抜止めされるとともにその停止により使用位置Bに容易にセットし得る。そして、使用位置Bの足場形成部材10の開閉窓3よりも外側に突出した先端部に、踏み板および手摺りの取付けが可能になる。   Further, a bolt 12 as a retaining member is attached to the proximal end side of the scaffold forming member 10. Therefore, when the door 7 is opened and the scaffold forming member 10 is pulled out from the opening 6 so as to be in the use position B, the bolt 12 comes into contact with the support member 11 on the inner back side and stops. It can be easily set at the use position B by stopping. And a footboard and a handrail can be attached to the front-end | tip part which protruded outside the opening-and-closing window 3 of the scaffold formation member 10 of the use position B. FIG.

一方、足場形成部材10の先端側には手摺り取付部材13が取付けられている。手摺り取付部材13は、本実施形態では有底の丸パイプを用いていて、1つの足場形成部材10に対して2つ設けられている。   On the other hand, a handrail attachment member 13 is attached to the distal end side of the scaffold forming member 10. In this embodiment, the handrail mounting member 13 is a round pipe with a bottom, and two handrail mounting members 13 are provided for one scaffold forming member 10.

図7は、足場形成部材に対する手摺りの取付け方を説明するための図である。図では、水平方向に並んだ同一高さの足場形成部材を対象としている。各足場形成部材10にそれぞれ2つずつ設けられた手摺り取付部材13の左側のものに、足場形成部材10の左側に配置する手摺り14の右側下端を差込み、右側の手摺り取付部材13に、足場形成部材10の右側に配置する手摺り14の左側下端を差込むようにして、手摺り14を簡単に取付けることが可能である。他の高さ位置の足場形成部材10に対しても同様に手摺り14が簡単に取付けられる。なお、手摺り14としては、隣合う足場形成部材10の間隔に対応した形状のものが用いられる。   FIG. 7 is a view for explaining how to attach the handrail to the scaffold forming member. In the figure, the scaffold forming members of the same height arranged in the horizontal direction are targeted. Insert the right lower end of the handrail 14 disposed on the left side of the scaffold forming member 10 into the left hand side of the handrail mounting member 13 provided on each of the scaffold forming members 10, and attach it to the right handrail mounting member 13. The handrail 14 can be easily attached by inserting the lower left end of the handrail 14 disposed on the right side of the scaffold forming member 10. Similarly, the handrail 14 can be easily attached to the scaffold forming member 10 at other height positions. In addition, as the handrail 14, the thing of the shape corresponding to the space | interval of the adjacent scaffold formation member 10 is used.

更に、各足場形成部材10に対し、コンクリート製構造物用の鉄筋を配置する部分(図1に示すように内型枠2の外側であって破線よりも内側の部分)Cを残し、踏み板15が載置される(図1参照)。上記部分Cの箇所には、踏み板15を利用してコンクリート製構造物用の鉄筋が作製される。なお、上述した間隔Lの設定は、内型枠2から遠い方(内奥側)の一対の支持部材11に抜止部材としてのボルト12が当接した状態で、内型枠2に近い方の一対の支持部材11にて支持されている部分よりも外側に踏み板および手摺りが取付けられ、かつ踏み板上に作業者が載った状態での重量に耐え得る長さに設定される。   Further, a portion (the portion outside the inner frame 2 and inside the broken line as shown in FIG. 1) C for placing the reinforcing bars for the concrete structure is left for each scaffold forming member 10, and the tread plate 15 Is mounted (see FIG. 1). Reinforcing bars for concrete structures are produced at the location of the portion C using the tread plate 15. In addition, the setting of the space | interval L mentioned above is the state close | similar to the inner mold 2 in the state which the bolt 12 as a retaining member contact | abutted to a pair of support member 11 of the far side (inner back side) from the inner mold 2 The footboard and the handrail are attached to the outside of the portions supported by the pair of support members 11, and the length is set so as to be able to withstand the weight when the operator is placed on the footboard.

したがって、このように構成された本実施形態の内型枠構造1による場合には、内型枠2の内側の収納位置Aに収納された足場形成部材10が、開閉窓3をあけることによりその開閉窓3から先端側を突出させることができ、その足場形成部材10の突出部分に、例えば踏み板15や手摺り14を取付けることで足場が形成される。そして、その足場を利用して鉄筋の作製が行われる。また、鉄筋作製後は、上記踏み板15や手摺り14を取外して足場形成部材10を収納位置Aに移動させて開閉窓3を閉めることで、内型枠本来としての使用が可能となる。よって、踏み板15や手摺り14の取付け・分解を必要とするものの、従来のような踏み板15や手摺り14を取付けるための足場本体部の連結および分解が不要になるため、足場の組立て・分解を簡単に行い得る。なお、踏み板15や手摺り14を取外した状態において、内型枠2の外側には前記外型枠100が配設されると、内型枠2と外型枠100との間隔はセパレータ102により調整される(図1参照)。   Therefore, in the case of the inner mold frame structure 1 of the present embodiment configured as described above, the scaffold forming member 10 stored in the storage position A inside the inner mold frame 2 opens the opening / closing window 3 to The front end side can be protruded from the open / close window 3, and a scaffold is formed by attaching a footboard 15 or a handrail 14, for example, to the protruding portion of the scaffold forming member 10. And the reinforcement is produced using the scaffold. In addition, after the reinforcing bar is manufactured, the tread plate 15 and the handrail 14 are removed, the scaffold forming member 10 is moved to the storage position A, and the open / close window 3 is closed, so that the original formwork can be used. Therefore, although it is necessary to attach and disassemble the footboard 15 and the handrail 14, it is not necessary to connect and disassemble the scaffold main body for attaching the footboard 15 and the handrail 14 as in the prior art. Can be done easily. When the outer mold frame 100 is disposed outside the inner mold frame 2 with the tread plate 15 and the handrail 14 removed, the distance between the inner mold frame 2 and the outer mold frame 100 is determined by the separator 102. It is adjusted (see FIG. 1).

更に、本実施形態においては、足場形成部材10が、同一高さ位置で水平方向に多数設けられているので、踏み板や手摺りを同一高さ位置で内型枠の長手方向に沿って配置させることが容易になる。加えて、足場形成部材10が複数の高さ位置で設けられているので、足場を高さ方向に形成することが容易になる。   Furthermore, in this embodiment, since many scaffold formation members 10 are provided in the horizontal direction at the same height position, treads and handrails are arranged along the longitudinal direction of the inner mold frame at the same height position. It becomes easy. In addition, since the scaffold forming member 10 is provided at a plurality of height positions, it is easy to form the scaffold in the height direction.

なお、上述した実施形態では足場形成部材として中空の角パイプを使用している例を示したが、本発明はこれに限らない。例えば、中実のものでもよく、また断面形状も角以外のものを用いてもよい。例えばH型やI型、或いは板状のもの、或いは断面が逆三角形状のものなどでもよい。更には、開閉窓の開口よりも小さく、その開口から出入れが可能な大きさのものでもよい。   In addition, although the example which uses a hollow square pipe as a scaffold formation member was shown in embodiment mentioned above, this invention is not limited to this. For example, it may be solid, and a cross-sectional shape other than a corner may be used. For example, an H shape, an I shape, a plate shape, or an inverted triangle shape may be used. Furthermore, it may be smaller than the opening of the opening / closing window and can be sized so that it can be taken in and out.

また、上述した実施形態では足場形成部材を支持するために2対の支持部材を用いているが、本発明はこれに限らない。2対の支持部材に代えて、足場形成部材が内側に入り得る筒状のものを用いてもよい。その場合における筒状の支持部材の長さは、2対の支持部材の離隔長さに相当するように設定すれば、1つの筒状の支持部材で済む。   In the above-described embodiment, two pairs of support members are used to support the scaffold forming member, but the present invention is not limited to this. Instead of the two pairs of support members, a cylindrical member in which the scaffold forming member can enter the inside may be used. In this case, if the length of the cylindrical support member is set so as to correspond to the separation length of the two pairs of support members, one cylindrical support member is sufficient.

更に、上述した実施形態では開閉窓の扉を上下方向に開閉させる構成としているが、本発明はこれに限らず、上記扉を左右方向に開閉させる構成としてもよい。   Furthermore, in the above-described embodiment, the door of the opening / closing window is configured to open and close in the vertical direction. However, the present invention is not limited thereto, and the door may be configured to open and close in the left-right direction.

本発明の一実施形態に係る内型枠構造を示す正面図である。It is a front view which shows the internal mold frame structure which concerns on one Embodiment of this invention. 図1の内型枠構造を示す側面図である。It is a side view which shows the internal mold frame structure of FIG. 図2の開閉窓部分を内型枠の内側から見たときの正面図である。It is a front view when the opening-and-closing window part of FIG. 2 is seen from the inner side of an inner formwork. 図3の平面図である。FIG. 4 is a plan view of FIG. 3. 図3の左側面図である。FIG. 4 is a left side view of FIG. 3. (a)は開閉窓の内側にもうけられた足場形成部材を示す正面図、(b)はその平面図である。(A) is a front view which shows the scaffold formation member provided inside the opening-and-closing window, (b) is the top view. 足場形成部材に対する手摺りの取付け方を説明するための図である。It is a figure for demonstrating how to attach the handrail with respect to a scaffold formation member.

符号の説明Explanation of symbols

1 内型枠構造
2 内型枠
3 開閉窓
4 骨格構造体
10 足場形成部材
11 支持部材
12 ボルト(抜止部材)
13 手摺り取付部材
14 手摺り
100 外型枠
A 収納位置
B 使用位置
DESCRIPTION OF SYMBOLS 1 Inner formwork structure 2 Inner formwork 3 Opening / closing window 4 Skeletal structure 10 Scaffold formation member 11 Support member 12 Bolt (prevention member)
13 Handrail mounting member 14 Handrail 100 Outer frame A Storage position B Use position

Claims (6)

外型枠の内側に配されて、該外型枠との間でコンクリート製構造物を作製するための内型枠構造において、
内型枠に設けた開閉窓と、
外型枠と内型枠との間に設ける上記コンクリート製構造物用の鉄筋を形成するための足場用に用いられ、上記開閉窓より内側の収納位置と上記開閉窓より少なくとも先端部が外側に突出する使用位置とにわたり移動可能に設けられた足場形成部材とを具備することを特徴とする内型枠構造。
In the inner mold structure for producing a concrete structure between the outer mold and the inner mold,
An opening and closing window provided in the inner mold,
Used as a scaffold for forming the reinforcing bar for the concrete structure provided between the outer mold frame and the inner mold frame, and the storage position inside the opening / closing window and at least the tip part outside the opening window An internal formwork structure comprising a scaffold forming member provided so as to be movable over a projecting use position.
請求項1に記載の内型枠構造において、
前記足場形成部材が、同一高さ位置で水平方向に多数設けられていることを特徴とする内型枠構造。
The inner mold structure according to claim 1,
An inner mold structure in which a large number of the scaffold forming members are provided in the horizontal direction at the same height position.
請求項2に記載の内型枠構造において、
前記足場形成部材が、複数の高さ位置で設けられていることを特徴とする内型枠構造。
The inner mold structure according to claim 2,
The inner mold structure, wherein the scaffold forming member is provided at a plurality of height positions.
請求項1乃至3のいずれかに記載の内型枠構造において、
前記内型枠を支持する骨格構造体を内型枠の内側に有し、該骨格構造体に取付けられた支持部材により前記足場形成部材の基端側がスライド可能に支持されていることを特徴とする内型枠構造。
The inner mold structure according to any one of claims 1 to 3,
A skeletal structure that supports the inner mold frame is provided inside the inner mold frame, and a base end side of the scaffold forming member is slidably supported by a support member attached to the skeleton structure. Inner formwork structure.
請求項4に記載の内型枠構造において、
前記足場形成部材の基端に、前記支持部材から抜けるのを防止するための抜止部材が設けられていることを特徴とする内型枠構造。
The inner mold structure according to claim 4,
An inner form frame structure, wherein a retaining member for preventing the scaffold forming member from coming off from the support member is provided at a proximal end of the scaffold forming member.
請求項1乃至5のいずれかに記載の内型枠構造において、
前記足場形成部材の先端に、門状をした手摺りの隣り合うものどうしの各両下端の片方が着脱可能に取付けられる手摺り取付部材が設けられていることを特徴とする内型枠構造。
The inner mold structure according to any one of claims 1 to 5,
An inner formwork structure characterized in that a handrail attachment member to which one of both lower ends of adjacent gate-like handrails is detachably attached is provided at the tip of the scaffold forming member.
JP2005280025A 2005-09-27 2005-09-27 Inner formwork structure Active JP3891210B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2090743A1 (en) * 2008-02-13 2009-08-19 Jörimann Stahl AG Formwork device
JP2017186882A (en) * 2016-03-30 2017-10-12 有限会社 伊藤 Assembling method of formwork support device for tunnel covering concrete formation, and net support tool
CN108952769A (en) * 2018-08-31 2018-12-07 中国十九冶集团有限公司 Tunnel Second Lining formwork jumbo method for maintaining

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2090743A1 (en) * 2008-02-13 2009-08-19 Jörimann Stahl AG Formwork device
JP2017186882A (en) * 2016-03-30 2017-10-12 有限会社 伊藤 Assembling method of formwork support device for tunnel covering concrete formation, and net support tool
CN108952769A (en) * 2018-08-31 2018-12-07 中国十九冶集团有限公司 Tunnel Second Lining formwork jumbo method for maintaining

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