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JP6468977B2 - Formwork construction method and formwork structure - Google Patents
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JP6468977B2 - Formwork construction method and formwork structure - Google Patents

Formwork construction method and formwork structure Download PDF

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JP6468977B2
JP6468977B2 JP2015178263A JP2015178263A JP6468977B2 JP 6468977 B2 JP6468977 B2 JP 6468977B2 JP 2015178263 A JP2015178263 A JP 2015178263A JP 2015178263 A JP2015178263 A JP 2015178263A JP 6468977 B2 JP6468977 B2 JP 6468977B2
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formwork
fluid
support
installing
frame member
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JP2017053154A (en
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西尾 章
章 西尾
昭郎 上田
昭郎 上田
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Kajima Corp
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Description

本発明は、ケーソン躯体に作業室を形成する型枠構築方法、及び型枠構造物に関する。   The present invention relates to a formwork construction method for forming a work chamber in a caisson housing and a formwork structure.

ケーソン躯体に作業室を形成する型枠構築方法としては、従来、整地された底盤に刃口金物及び外型枠を設置する工程と、外型枠の内周側に支保工を構築する工程と、を備えるものが知られている。例えば特許文献1では、作業室に対応する形状に土砂等を盛ることによって支保工を形成する技術が開示されている。   As a formwork construction method for forming a work chamber in the caisson housing, conventionally, a process of installing a blade fitting and an outer formwork on a leveled baseboard, and a process of constructing a support work on the inner peripheral side of the outer formwork, Are known. For example, Patent Document 1 discloses a technique for forming a support work by depositing earth and sand in a shape corresponding to a work room.

特開昭60−19823号公報JP-A-60-19823

特許文献1に示す型枠構築方法では、ケーソン躯体を形成した後は、支保工を撤去するために、作業室内部の土砂等を除去する必要がある。しかしながら、土砂等を除去するには、作業室の狭い空間内にて、ケーソン躯体の小さい開口部から土砂等を搬出する作業を行う必要があり、作業効率が低いという問題がある。   In the form construction method shown in Patent Document 1, after the caisson housing is formed, it is necessary to remove earth and sand in the working chamber in order to remove the support work. However, in order to remove earth and sand, it is necessary to carry out the work of carrying out earth and sand from a small opening of the caisson housing in a narrow space of the work room, and there is a problem that work efficiency is low.

本発明は、このような課題を解決するためになされたものであり、ケーソン躯体の形成後に支保工を容易に撤去することができる型枠構築方法、及び型枠構造物を提供することを目的とする。   The present invention has been made to solve such a problem, and an object of the present invention is to provide a formwork construction method and a formwork structure that can easily remove a support after the formation of a caisson housing. And

本発明に係る型枠構築方法は、ケーソン躯体に作業室を形成する型枠構築方法であって、整地された底盤に刃口金物及び外型枠を設置する工程と、外型枠の内周側に支保工を構築する工程と、を備え、支保工を構築する工程は、複数の骨組部材を設置する工程と、骨組部材間の隙間へ、内部に流体が収容される緩衝材を設置する工程と、を備える。   A formwork construction method according to the present invention is a formwork construction method for forming a work chamber in a caisson housing, the step of installing a blade fitting and an outer formwork on a leveled bottom board, and an inner periphery of the outer formwork A step of constructing a support work on the side, the step of constructing the support work is a step of installing a plurality of frame members and a buffer material in which fluid is accommodated in a gap between the frame members A process.

本発明に係る型枠構築方法によれば、支保工を構築する工程は、複数の骨組部材を設置する工程と、骨組部材間の隙間へ、内部に流体が収容される緩衝材を設置する工程と、を備える。これによれば、ケーソン躯体を形成した後は、緩衝材の内部から流体を除去することで、骨組部材の固定を解除し、個々の骨組部材を作業室から撤去するだけの作業で容易に支保工を撤去することができる。以上によって、ケーソン躯体の形成後に支保工を容易に撤去することができる。   According to the method for constructing a formwork according to the present invention, the steps of constructing a support work include a step of installing a plurality of frame members and a step of installing a cushioning material in which a fluid is accommodated in a gap between the frame members And comprising. According to this, after the caisson housing is formed, the fluid is removed from the inside of the cushioning material, so that the fixation of the frame members is released, and the individual frame members are simply removed from the working chamber and easily supported. The work can be removed. As described above, the support work can be easily removed after the caisson housing is formed.

また、本発明に係る型枠構築方法において、支保工を構築する工程は、骨組部材の上端部にマット部材を設置する工程と、マット部材の上端部に型枠材を設置する工程と、を更に備え、マット部材は、内部に流体を収容可能であってよい。これによれば、骨組部材を設置した後は、マット部材の内部に流体を収容することによって、支保工を高さ方向に容易に調整することができる。また、支保工を撤去する際は、マット部材の内部から流体を除去することで、骨組部材を容易に撤去することができる。   Further, in the formwork construction method according to the present invention, the steps of constructing the support work include a step of installing a mat member on the upper end portion of the frame member and a step of installing a formwork material on the upper end portion of the mat member. Furthermore, the mat member may be capable of containing a fluid therein. According to this, after installing the frame member, the supporting work can be easily adjusted in the height direction by accommodating the fluid in the mat member. Moreover, when removing a support work, a framework member can be easily removed by removing a fluid from the inside of a mat member.

また、本発明に係る型枠構築方法において、支保工の上端部に、ケーソン躯体の開口部を形成するための開口枠部材を設置する工程を備え、緩衝材は、流体を供給する管と接続され、管は開口枠部材を貫通してよい。これによれば、緩衝材へ流体を供給する管を容易に這いまわすことができる。   Further, in the form construction method according to the present invention, the method includes a step of installing an opening frame member for forming an opening of the caisson housing at the upper end of the support work, and the cushioning material is connected to a pipe that supplies fluid. The tube may penetrate the opening frame member. According to this, the pipe for supplying the fluid to the buffer material can be easily broken.

また、本発明に係る型枠構築方法において、骨組部材を設置する工程では、作業室の側壁の形状に対応する骨組部材を設置してよい。これによれば、骨組部材によって、作業室の側壁の形状を正確に形成することができる。   Moreover, in the form-building method which concerns on this invention, you may install the frame member corresponding to the shape of the side wall of a working chamber in the process of installing a frame member. According to this, the shape of the side wall of the working chamber can be accurately formed by the framework member.

また、本発明に係る型枠構築方法において、一つあたりの骨組部材は、一体的に形成されたブロックを複数組み合わせることによって構成されてよい。これによれば、所望の大きさ及び形状の骨組部材を、ブロックの組み合わせによって容易に形成することができる。   Moreover, in the formwork construction method according to the present invention, one frame member may be configured by combining a plurality of integrally formed blocks. According to this, a frame member having a desired size and shape can be easily formed by a combination of blocks.

本発明に係る型枠構造物は、ケーソン躯体に作業室を形成する型枠構造物であって、整地された底盤に設置される外型枠と、底盤に設置される刃口金物と、外型枠の内周側に構築される支保工と、を備え、支保工は、複数の骨組部材と、骨組部材間の隙間に設置され、内部に流体が収容される緩衝材と、を備える。   A formwork structure according to the present invention is a formwork structure that forms a work chamber in a caisson housing, and includes an outer formwork installed on a leveled bottom board, a blade fitting installed on the bottom board, A support constructed on the inner peripheral side of the mold, and the support is provided with a plurality of frame members and a cushioning material that is installed in a gap between the frame members and accommodates fluid therein.

本発明に係る型枠構造物によれば、上述の型枠構築方法と同様な作用・効果を奏することができる。   According to the formwork structure concerning the present invention, the same operation and effect as the above-mentioned formwork construction method can be produced.

本発明に係る型枠構造物において、支保工は、骨組部材の上端部に設置されたマット部材を備え、マット部材は、内部に流体を収容可能であってよい。これによれば、骨組部材を設置した後に、マット部材の内部に流体を収容することによって、支保工を高さ方向に容易に調整することができる。また、支保工を撤去する際は、マット部材の内部から流体を除去することで、骨組部材を容易に撤去することができる。   In the formwork structure according to the present invention, the support work may include a mat member installed at the upper end portion of the frame member, and the mat member may be capable of accommodating a fluid therein. According to this, after installing the frame member, the support work can be easily adjusted in the height direction by accommodating the fluid in the mat member. Moreover, when removing a support work, a framework member can be easily removed by removing a fluid from the inside of a mat member.

本発明に係る型枠構造物において、緩衝材は、内部に流体を供給することで伸びると共に、内部から流体を除去することによって縮むことができる伸縮部材を含み、支保工の上端部に、ケーソン躯体の開口部が形成され、伸縮部材は、開口部に対応する位置に設置されてよい。これによれば、支保工の撤去作業の際に、伸縮部材を縮めることによって、開口部付近に速やかに作業スペースを確保できる。   In the formwork structure according to the present invention, the cushioning material includes an elastic member that extends by supplying fluid to the inside and can be shrunk by removing the fluid from the inside. The opening part of a housing is formed, and an expansion-contraction member may be installed in the position corresponding to an opening part. According to this, when the support work is removed, the work space can be quickly secured in the vicinity of the opening by shrinking the elastic member.

本発明によれば、ケーソン躯体の形成後に支保工を容易に撤去することができる。   According to the present invention, the support work can be easily removed after the caisson housing is formed.

図1は、本発明の実施形態に係る型枠構造物を示す概略断面図である。FIG. 1 is a schematic cross-sectional view showing a formwork structure according to an embodiment of the present invention. 図2は、図1に示す型枠構造物にケーソン躯体を形成した状態を示す概略断面図である。FIG. 2 is a schematic cross-sectional view showing a state in which a caisson housing is formed on the formwork structure shown in FIG. 図3は、型枠構造物によって形成されたケーソン躯体を示す概略断面図である。FIG. 3 is a schematic cross-sectional view showing a caisson housing formed by a formwork structure. 図4は、図1に示すIV−IV線に沿った断面図である。4 is a cross-sectional view taken along line IV-IV shown in FIG. 図5は、変形例に係る型枠構造物を示す概略断面図である。FIG. 5 is a schematic cross-sectional view showing a formwork structure according to a modification. 緩衝材の一例を示す図である。It is a figure which shows an example of a shock absorbing material. 緩衝材の一例を示す図である。It is a figure which shows an example of a shock absorbing material.

以下、本発明の実施形態について、図面を参照して詳細に説明する。なお、図面において、同一または同等の要素には同じ符号を付し、重複する説明を省略する。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. In the drawings, the same or equivalent elements are denoted by the same reference numerals, and redundant description is omitted.

図1は、本発明の実施形態に係る型枠構造物を示す概略断面図である。図2は、図1に示す型枠構造物にコンクリートを打設した状態を示す概略断面図である。図3は、型枠構造物によって形成されたケーソン躯体を示す概略断面図である。図4は、図1に示すIV−IV線に沿った断面図である。本発明の実施形態に係る型枠構造物100は、ケーソン躯体2に作業室3を形成するための型枠である。   FIG. 1 is a schematic cross-sectional view showing a formwork structure according to an embodiment of the present invention. FIG. 2 is a schematic cross-sectional view showing a state in which concrete is placed on the formwork structure shown in FIG. FIG. 3 is a schematic cross-sectional view showing a caisson housing formed by a formwork structure. 4 is a cross-sectional view taken along line IV-IV shown in FIG. The formwork structure 100 according to the embodiment of the present invention is a formwork for forming the work chamber 3 in the caisson housing 2.

まず、図3を参照してケーソン躯体2について説明する。図3に示すように、ケーソン躯体2は、天井部2aと、当該天井部2aの外周縁から下方へ延びる側壁2bを有している。側壁2bの下端には刃口金物4が設けられている。側壁2bの下端は、刃口金物4を介して底盤G上に設置されている。また、天井部2aの中央位置には、上下方向に貫通する開口部2cが形成されている。底盤Gと、天井部2aと、側壁2bとに囲まれる空間が作業室3として構成される。   First, the caisson housing 2 will be described with reference to FIG. As shown in FIG. 3, the caisson housing 2 has a ceiling portion 2a and side walls 2b extending downward from the outer peripheral edge of the ceiling portion 2a. A blade fitting 4 is provided at the lower end of the side wall 2b. The lower end of the side wall 2 b is installed on the bottom board G via the blade fitting 4. Moreover, the opening part 2c penetrated to an up-down direction is formed in the center position of the ceiling part 2a. A space surrounded by the bottom plate G, the ceiling portion 2a, and the side wall 2b is configured as a work chamber 3.

次に、図1〜図4を参照して、上述のようなケーソン躯体2に作業室3を形成する型枠構造物100について説明する。型枠構造物100は、刃口金物4と、外型枠6と、支保工7と、開口枠部材8と、を備えている。   Next, with reference to FIGS. 1-4, the formwork structure 100 which forms the working chamber 3 in the above caisson housing 2 is demonstrated. The formwork structure 100 includes a blade cap 4, an outer formwork 6, a support 7, and an opening frame member 8.

刃口金物4は、整地された底盤Gに設置される円環状の金物である。刃口金物4の断面形状は、略V字状をなしている。刃口金物4の下端部が底盤G上に設置される。外型枠6は、整地された底盤Gに設置される、ケーソン躯体2の外周面を形成するための円筒状の型枠である。外型枠6は、刃口金物4の外周側の端部に対応する位置に設置される。外型枠6は、外側からサポート9等で支持されていてよい。   The blade metal fitting 4 is a ring-shaped metal piece installed on the leveled bottom board G. The cross-sectional shape of the blade fitting 4 is substantially V-shaped. The lower end portion of the blade fitting 4 is installed on the bottom board G. The outer mold 6 is a cylindrical mold for forming the outer peripheral surface of the caisson housing 2 that is installed on the leveled base G. The outer mold 6 is installed at a position corresponding to the outer peripheral end of the blade cap 4. The outer mold 6 may be supported from the outside by a support 9 or the like.

支保工7は、ケーソン躯体2の内部に作業室3を形成するための内側の型枠である。支保工7は、整地された底盤G上において、外型枠6の内周側に構築される。本実施形態では、支保工7は、円錐台形状を有している。支保工7は、複数の骨組部材10と、骨組部材10間の隙間に設置される緩衝材11と、骨組部材10の上端部に設置されるマット部材12と、マット部材12の上端部に設置される型枠材13と、を備えている。   The support 7 is an inner mold for forming the work chamber 3 inside the caisson housing 2. The support work 7 is constructed on the inner peripheral side of the outer mold frame 6 on the leveled base G. In the present embodiment, the support work 7 has a truncated cone shape. The support 7 is installed at a plurality of frame members 10, a cushioning material 11 installed in a gap between the frame members 10, a mat member 12 installed at the upper end of the frame member 10, and an upper end of the mat member 12. And a formwork material 13 to be formed.

骨組部材10の材質として、解体時に作業者が重機などによらず容易に手作業で撤去できるものが好ましく、例えば、発泡スチロールを採用してよい。発泡スチロールとして、EPSブロック・エスレンブロック等を採用してよい。その他、骨組部材10の材質として、木、樹脂等を採用してもよい。骨組部材10は、支保工7のうち、水平方向における所定の領域において、底盤Gから支保工7の上端側まで延びる部材である。一つあたりの骨組部材10は、一体的に形成されたブロック一つによって構成されてよい。または、一つあたりの骨組部材10は、一体的に形成されたブロックを複数組み合わせることによって構成されてもよい。例えば、図2に示す骨組部材10Aのように、上下方向において複数のブロック10aが組み合わされることによって構成されてよい。あるいは、図4に示す骨組部材10Bのように、水平方向に複数のブロック10bが組み合わせられることによって構成されてよい。ブロック間は、接着剤等で互いに固定されていてよいが、固定されていなくともよい。また、骨組部材10は、作業室の側壁(ケーソン躯体2の側壁2b)の形状に対応した形状を有する。具体的には、骨組部材10のうち外周側に設置されているものは、外周側の側面が作業室3の形状に対応するように、上方へ向かうに従って内周側へ向かうように傾斜している。   The material of the frame member 10 is preferably a material that can be easily removed manually by an operator at the time of disassembly without relying on heavy machinery or the like. For example, a polystyrene foam may be employed. An EPS block, an eslenite block, or the like may be employed as the expanded polystyrene. In addition, wood, resin, or the like may be employed as the material of the frame member 10. The frame member 10 is a member that extends from the bottom plate G to the upper end side of the support member 7 in a predetermined region in the horizontal direction in the support member 7. One frame member 10 may be constituted by one integrally formed block. Alternatively, each frame member 10 may be configured by combining a plurality of integrally formed blocks. For example, like the skeleton member 10A shown in FIG. 2, it may be configured by combining a plurality of blocks 10a in the vertical direction. Or you may be comprised by combining several block 10b in a horizontal direction like the skeleton member 10B shown in FIG. The blocks may be fixed to each other with an adhesive or the like, but may not be fixed. The frame member 10 has a shape corresponding to the shape of the side wall of the work chamber (the side wall 2b of the caisson housing 2). Specifically, the frame member 10 that is installed on the outer peripheral side is inclined so as to go to the inner peripheral side as it goes upward so that the side surface on the outer peripheral side corresponds to the shape of the work chamber 3. Yes.

緩衝材11は、内部に流体が収容される部材である。流体としては、例えば空気等の気体や水等の液体を採用してよい。緩衝材11は、内部に流体を収容することができると共に、当該流体の供給と共に形状が変化するものであれば、どのようなものを採用してもよい。例えば、緩衝材11は、流体の供給と共に膨らむマット状や袋状の部材であってもよく、流体の供給と共に伸びる蛇腹状の部材であってもよい。なお、緩衝材11の外皮の材質は、樹脂やゴム等であってよい。緩衝材11には、管Lが接続されており、当該管Lを介して流体を供給可能であってよい。なお、管Lを介いて流体を排出してもよい。ただし、緩衝材11を破ることによって内部の流体をその場に排出してもよい。管Lは、開口枠部材8を貫通して外部に引き出されていている。ただし、管Lは、上方へ延びてケーソン躯体2の天井部2aを貫通して外部に引き出されてもよい。   The buffer material 11 is a member in which a fluid is accommodated. As the fluid, for example, a gas such as air or a liquid such as water may be employed. Any material may be adopted as the cushioning material 11 as long as it can accommodate a fluid therein and its shape changes with the supply of the fluid. For example, the cushioning material 11 may be a mat-like or bag-like member that expands with the supply of fluid, or may be a bellows-like member that extends with the supply of fluid. In addition, the material of the outer cover of the buffer material 11 may be resin, rubber, or the like. A pipe L is connected to the buffer material 11, and fluid may be supplied through the pipe L. The fluid may be discharged through the pipe L. However, the internal fluid may be discharged to the spot by breaking the buffer material 11. The tube L passes through the opening frame member 8 and is drawn to the outside. However, the pipe L may extend upward and pass through the ceiling portion 2a of the caisson housing 2 and be drawn out to the outside.

例えば、図6に示すような伸縮部材40を緩衝材として用いてよい。この伸縮部材40は、側面が蛇腹状に形成された円筒部材であり、内部に流体を供給することで伸びると共に、内部から流体を除去することによって縮むことができる。伸縮部材40は、流体を供給及び排出可能な管41に接続されている。また、管41には、流体の流れを制御可能な弁42が設けられている。管41は、ケーソン躯体2を貫通してよい。また、伸縮部材40を開口部2cに対応する位置に設置して、管41が開口部2cを貫通してよい。伸縮部材40は、上下方向から見た場合に、開口部2cの一部又は全部と重なる位置に設置される。このような構成によれば、図6(b)に示すように、緩衝材を骨組部材の隙間から除去する際は、伸縮部材40から流体を排出して天井部2a側へ縮めてコンパクトな状態とすることができる。このように、簡単な作業で緩衝材を除去できる。特に、骨組部材を搬出するための開口部2c付近には、速やかに作業スペースを確保することが好ましいが、図6のような伸縮部材40を採用することで、管41を介して流体を排出するだけで、開口部2c付近に速やかに作業スペースを確保できる。なお、図7に示すように、開口部2c付近には、複数の伸縮部材40を設置しておくことで、支保工の撤去作業の開始の際に、開口部2c付近に速やかに広い作業スペースを確保することができる。   For example, an elastic member 40 as shown in FIG. 6 may be used as a cushioning material. The expansion / contraction member 40 is a cylindrical member having a side surface formed in a bellows shape. The expansion / contraction member 40 extends by supplying a fluid to the inside and can be contracted by removing the fluid from the inside. The elastic member 40 is connected to a pipe 41 that can supply and discharge fluid. The pipe 41 is provided with a valve 42 capable of controlling the flow of fluid. The tube 41 may penetrate the caisson housing 2. Further, the elastic member 40 may be installed at a position corresponding to the opening 2c, and the tube 41 may penetrate the opening 2c. The stretchable member 40 is installed at a position that overlaps part or all of the opening 2c when viewed from above and below. According to such a configuration, as shown in FIG. 6 (b), when removing the cushioning material from the gap between the frame members, the fluid is discharged from the elastic member 40 and contracted to the ceiling portion 2a side to be in a compact state. It can be. In this way, the cushioning material can be removed with a simple operation. In particular, it is preferable to quickly secure a working space in the vicinity of the opening 2c for carrying out the skeleton member, but by using the telescopic member 40 as shown in FIG. By simply doing this, a work space can be quickly secured in the vicinity of the opening 2c. In addition, as shown in FIG. 7, by installing a plurality of elastic members 40 in the vicinity of the opening 2c, a large work space can be quickly provided in the vicinity of the opening 2c at the start of the support work removal work. Can be secured.

図4を参照して、骨組部材10の設置態様の一例について説明する。ただし、骨組部材10はあらゆる態様で配置してよく、図4に示す配置に限定されない。例えば、図4に示すように、上方から見たときに、支保工7を複数の領域に分割し、各領域に骨組部材10を設置する。また、領域間の隙間、すなわち一の骨組部材10と隣り合う他の骨組部材10との間の隙間には、緩衝材11が配置されている。図4の例では、中央位置に開口部2cと同径の円形の骨組部材10が配置され、その外周を緩衝材11を介して円形状に取り囲むように、複数の骨組部材10が配置される。これらの骨組部材10は、円形形状を周方向に複数分割するように構成されている。周方向に分割される骨組部材10間の隙間には緩衝材11が配置される。また、更にその外周を緩衝材11を介して円形状に取り囲むように、最外周側の骨組部材10が配置される。これらの最外周側の骨組部材10は、円形形状を周方向に複数分割するように構成されている。ただし、最外周側の骨組部材10は、互いの隙間に緩衝材11が配置されていない。これによって、支保工7の外周面の全域が骨組部材10の面によって構成される。なお、図4においては、緩衝材11は切れ目なく骨組部材10の隙間に配置されているが、小分けにされた複数個の緩衝材11を隙間に配置してよい。   With reference to FIG. 4, an example of the installation aspect of the frame member 10 is demonstrated. However, the frame member 10 may be arranged in any manner and is not limited to the arrangement shown in FIG. For example, as shown in FIG. 4, when viewed from above, the support 7 is divided into a plurality of regions, and the frame member 10 is installed in each region. Moreover, the buffer material 11 is arrange | positioned in the clearance gap between area | regions, ie, the clearance gap between the other frame members 10 adjacent to one frame member 10. FIG. In the example of FIG. 4, a circular frame member 10 having the same diameter as the opening 2 c is disposed at the center position, and a plurality of frame members 10 are disposed so as to surround the outer periphery thereof in a circular shape via the cushioning material 11. . These frame members 10 are configured to divide a circular shape into a plurality of parts in the circumferential direction. A cushioning material 11 is disposed in the gap between the frame members 10 divided in the circumferential direction. Further, the outermost frame member 10 is arranged so as to surround the outer periphery in a circular shape with the cushioning material 11 interposed therebetween. These outermost frame members 10 are configured to divide a circular shape into a plurality of portions in the circumferential direction. However, as for the frame member 10 on the outermost peripheral side, the cushioning material 11 is not disposed in the gap between each other. As a result, the entire outer peripheral surface of the support member 7 is constituted by the surface of the frame member 10. In addition, in FIG. 4, although the buffer material 11 is arrange | positioned in the clearance gap between the frame members 10 without a cut | interruption, you may arrange | position the several buffer material 11 divided | segmented into the clearance gap.

マット部材12は、骨組部材10及び緩衝材11の上端に配置される扁平な部材である。マット部材12は、内部に流体を収容可能である。すなわち、設置後に流体を供給することで所定の厚みへ膨張することができる。型枠材13は、マット部材12上に配置される板状の部材であり、ケーソン躯体2の天井部2aの下面を形成する枠体である。型枠材13の材質は特に限定されず、樹脂や金属等を採用してよい。   The mat member 12 is a flat member disposed at the upper ends of the frame member 10 and the cushioning material 11. The mat member 12 can accommodate a fluid therein. That is, it can expand | swell to predetermined thickness by supplying a fluid after installation. The formwork 13 is a plate-like member disposed on the mat member 12 and is a frame that forms the lower surface of the ceiling portion 2 a of the caisson housing 2. The material of the mold material 13 is not particularly limited, and resin, metal, or the like may be employed.

開口枠部材8は、円筒状の形状を有している。開口枠部材8は、マット部材12及び型枠材13を貫通して、骨組部材10及び緩衝材11の上端部にまで延びている。また、開口枠部材8の上端部は、ケーソン躯体2の上面よりも上方へ延在する。開口枠部材8の内部には骨組部材10が配置されている。開口枠部材8によって形成されるケーソン躯体2の開口部2cの内周側の空間は、支保工7の解体時に骨組部材10が通過する空間である。すなわち、上方からみたときに、開口部2cの内周側の空間の大きさは、各骨組部材10を通過させることができる程度の大きさに設定されることが好ましい。   The opening frame member 8 has a cylindrical shape. The opening frame member 8 extends through the mat member 12 and the mold material 13 to the upper end portions of the frame member 10 and the cushioning material 11. The upper end portion of the opening frame member 8 extends upward from the upper surface of the caisson housing 2. A frame member 10 is disposed inside the opening frame member 8. The space on the inner peripheral side of the opening 2 c of the caisson housing 2 formed by the opening frame member 8 is a space through which the skeleton member 10 passes when the support work 7 is disassembled. That is, when viewed from above, the size of the space on the inner peripheral side of the opening 2c is preferably set to a size that allows each frame member 10 to pass therethrough.

次に、本実施形態に係るケーソン躯体2に作業室3を形成する型枠構築方法について説明する。   Next, the formwork construction method for forming the work chamber 3 in the caisson housing 2 according to the present embodiment will be described.

図1に示すように、まず、地盤を刃口据え付け高さまで掘削し、底盤Gを整地する工程が実行される。次に、整地された底盤Gに刃口金物4及び外型枠6を設置する工程が実行される。次に、外型枠6の内周側に支保工7を構築する工程が実行される。支保工7を構築する工程では、複数の骨組部材10を設置する工程と、骨組部材10間の隙間へ緩衝材11を設置する工程と、骨組部材10及び緩衝材11の上端部にマット部材12を設置する工程と、マット部材12の上端部に型枠材13を設置する工程と、が実行される。そして、支保工の上端部に、開口枠部材8を設置する工程が実行される。以上によって、図1に示す型枠構造物100が構築される。   As shown in FIG. 1, first, a step of excavating the ground to the blade edge installation height and leveling the bottom G is executed. Next, the process of installing the blade end fitting 4 and the outer mold frame 6 on the leveled base G is executed. Next, a step of constructing the support 7 on the inner peripheral side of the outer mold 6 is executed. In the step of constructing the support member 7, a step of installing a plurality of frame members 10, a step of installing a buffer material 11 in a gap between the frame members 10, and a mat member 12 at the upper ends of the frame member 10 and the buffer material 11. And the step of installing the formwork 13 on the upper end of the mat member 12 are executed. And the process of installing the opening frame member 8 in the upper end part of a support work is performed. Thus, the formwork structure 100 shown in FIG. 1 is constructed.

例えば、最初は流体が収容されていない状態の緩衝材11を所定の位置に予め設置しておき、骨組部材10を設置し、その後、緩衝材11の内部に流体を供給することで、骨組部材10間の隙間を埋めて当該骨組部材10を固定してよい。あるいは、骨組部材10を所定の位置に設置し、その都度、流体が収容されていない緩衝材11を骨組部材10の隙間に設置し、設置が完了した後、緩衝材11の内部に流体を供給することで、骨組部材10間の隙間を埋めて当該骨組部材10を固定してよい。   For example, the shock absorbing material 11 in a state where no fluid is initially stored is set in advance at a predetermined position, the frame member 10 is set, and then the fluid is supplied to the inside of the shock absorbing material 11 so that the frame member The frame member 10 may be fixed by filling a gap between the ten members. Alternatively, the frame member 10 is installed at a predetermined position, and each time a buffer material 11 that does not contain a fluid is installed in the gap of the frame member 10, and the fluid is supplied into the buffer material 11 after the installation is completed. By doing so, you may fill the gap between the frame members 10 and fix the frame members 10.

なお、骨組部材10を設置する順序は特に限定されないが、最外周側の骨組部材(作業室の側壁を形成するための骨組部材)10を全周にわたって設置し、順次、外周側から内周側へ順に骨組部材10を設置してよい。   The order of installing the frame members 10 is not particularly limited, but the outermost frame members (frame members for forming the side walls of the working chamber) 10 are installed over the entire circumference, and sequentially from the outer circumference side to the inner circumference side. You may install the frame member 10 in order.

次に、図2に示すように、型枠構造物100にコンクリートを打設し、ケーソン躯体2を形成する工程が実行される。これによって、ケーソン躯体2の天井部2a、側壁2b、作業室3、開口部2cが形成される。   Next, as shown in FIG. 2, concrete is placed on the formwork structure 100 to form the caisson housing 2. Thereby, the ceiling part 2a, the side wall 2b, the work chamber 3, and the opening part 2c of the caisson housing 2 are formed.

ケーソン躯体2が形成されたら、型枠構造物100の解体作業が行われる。まず、外型枠6をケーソン躯体2の外周面から撤去する工程が実行される。次に、開口枠部材8をケーソン躯体2の開口部2cから撤去する工程が実行される。これによって、ケーソン躯体2の開口部2cが開いた状態となる。この状態で、開口部2cから、支保工7を構成する各構成要素を取り出す工程が実行される。   After the caisson housing 2 is formed, the work for disassembling the mold structure 100 is performed. First, the process of removing the outer mold 6 from the outer peripheral surface of the caisson housing 2 is performed. Next, a step of removing the opening frame member 8 from the opening 2c of the caisson housing 2 is performed. As a result, the opening 2c of the caisson housing 2 is opened. In this state, a step of taking out each component constituting the support 7 from the opening 2c is executed.

まず、緩衝材11及びマット部材12から流体を排出する工程が実行される。当該排出は、管Lを用いておこなわれてもよく、緩衝材11を破壊する等によって、流体をその場で排出してもよい。これによって、各骨組部材10の固定が解除されて、取り出しやすい状態となる。次に、骨組部材10を開口部2cから外部へ搬出する工程が実行される。また、マット部材12及び型枠材13を開口部2cから外部へ搬出する工程が実行される。以上によって、型枠構造物100が解体されて、図3に示すようなケーソン躯体2が完成する。   First, a step of discharging fluid from the buffer material 11 and the mat member 12 is executed. The discharge may be performed using the pipe L, or the fluid may be discharged on the spot by destroying the buffer material 11 or the like. Thereby, fixation of each frame member 10 is cancelled | released, and it will be in the state which is easy to take out. Next, a step of carrying out the frame member 10 from the opening 2c to the outside is performed. Moreover, the process of carrying out the mat member 12 and the mold material 13 from the opening 2c to the outside is executed. As described above, the mold structure 100 is disassembled, and the caisson housing 2 as shown in FIG. 3 is completed.

次に、本実施形態に係る型枠構築方法、及び型枠構造物100の作用・効果について説明する。   Next, the function and effect of the formwork construction method and the formwork structure 100 according to the present embodiment will be described.

本実施形態に係る型枠構築方法によれば、支保工7を構築する工程は、複数の骨組部材10を設置する工程と、骨組部材10間の隙間へ、内部に流体が収容される緩衝材11を設置する工程と、を備える。また、型枠構造物100の支保工7は、複数の骨組部材10と、骨組部材10間の隙間に設置され、内部に流体が収容される緩衝材11と、を備える。流体を用いた緩衝材11を間詰めとして用いることで、骨組部材10を容易に設置できると共に、緩衝材11への流体の供給により、骨組部材10を強固に固定することもできる。また、骨組部材10で支持されることで十分な支保工7の強度を確保できる。   According to the formwork construction method according to the present embodiment, the step of constructing the support member 7 includes a step of installing a plurality of frame members 10 and a cushioning material in which a fluid is accommodated in a gap between the frame members 10. 11 is provided. The support structure 7 of the formwork structure 100 includes a plurality of frame members 10 and a buffer material 11 that is installed in a gap between the frame members 10 and accommodates a fluid therein. The frame member 10 can be easily installed by using the buffer material 11 using a fluid as a gap, and the frame member 10 can be firmly fixed by supplying the fluid to the buffer material 11. Moreover, sufficient strength of the support work 7 can be secured by being supported by the frame member 10.

また、ケーソン躯体2を形成した後は、緩衝材11の内部から流体を除去することで、骨組部材10の固定を解除し、個々の骨組部材10を作業室3から撤去するだけの作業で容易に支保工7を撤去することができる。以上によって、ケーソン躯体2の形成後に支保工7を容易に撤去することができる。なお、本実施形態に係る型枠構造物100も同様な作用・効果を得ることができる。   In addition, after the caisson housing 2 is formed, the fluid is removed from the inside of the cushioning material 11 to release the fixation of the frame member 10 and easily remove the individual frame member 10 from the work chamber 3. The support work 7 can be removed. As described above, the support work 7 can be easily removed after the caisson housing 2 is formed. Note that the formwork structure 100 according to the present embodiment can also obtain the same actions and effects.

また、本実施形態に係る型枠構築方法において、支保工7を構築する工程は、骨組部材10の上端部にマット部材12を設置する工程と、マット部材12の上端部に型枠材13を設置する工程と、を更に備え、マット部材12は、内部に流体を収容可能である。これによれば、骨組部材10を設置した後は、マット部材12の内部に流体を収容することによって、支保工7を高さ方向に容易に調整することができる。また、支保工7を撤去する際は、マット部材12の内部から流体を除去することで、骨組部材10を容易に撤去することができる。なお、本実施形態に係る型枠構造物100も同様な作用・効果を得ることができる。   Moreover, in the formwork construction method according to the present embodiment, the steps of constructing the support member 7 include the step of installing the mat member 12 at the upper end portion of the frame member 10 and the formwork material 13 at the upper end portion of the mat member 12. The mat member 12 can contain a fluid therein. According to this, after installing the skeleton member 10, the supporting work 7 can be easily adjusted in the height direction by accommodating the fluid in the mat member 12. Further, when removing the support member 7, the frame member 10 can be easily removed by removing the fluid from the inside of the mat member 12. Note that the formwork structure 100 according to the present embodiment can also obtain the same actions and effects.

また、本実施形態に係る型枠構築方法において、支保工7の上端部に、ケーソン躯体2の開口部2cを形成するための開口枠部材8を設置する工程を備え、緩衝材11は、流体を供給する管Lと接続され、管Lは開口枠部材8を貫通している。これによれば、緩衝材11へ流体を供給する管Lを容易に這いまわすことができる。   In the form construction method according to the present embodiment, a step of installing an opening frame member 8 for forming the opening 2c of the caisson housing 2 at the upper end of the support 7 is provided. The pipe L penetrates the opening frame member 8. According to this, the pipe | tube L which supplies the fluid to the shock absorbing material 11 can be broken easily.

また、本実施形態に係る型枠構築方法において、骨組部材10を設置する工程では、作業室3の側壁の形状に対応する骨組部材10を設置する。これによれば、骨組部材10によって、作業室3の側壁の形状を正確に形成することができる。   In the formwork construction method according to the present embodiment, in the step of installing the frame member 10, the frame member 10 corresponding to the shape of the side wall of the work chamber 3 is installed. According to this, the shape of the side wall of the working chamber 3 can be accurately formed by the frame member 10.

また、本実施形態に係る型枠構築方法において、一つあたりの骨組部材10は、一体的に形成されたブロックを複数組み合わせることによって構成されている。これによれば、所望の大きさ及び形状の骨組部材10を、ブロックの組み合わせによって容易に形成することができる。   Moreover, in the formwork construction method according to the present embodiment, one frame member 10 is configured by combining a plurality of integrally formed blocks. According to this, the frame member 10 having a desired size and shape can be easily formed by a combination of blocks.

また、本実施形態に係る型枠構造物100において、緩衝材11は、内部に流体を供給することで伸びると共に、内部から流体を除去することによって縮むことができる伸縮部材40を含み、支保工7の上端部に、ケーソン躯体2の開口部2cが形成され、伸縮部材40は、開口部2cに対応する位置に設置されてよい。これによれば、支保工7の撤去作業の際に、伸縮部材40を縮めることによって、開口部2c付近に速やかに作業スペースを確保できる。   Moreover, in the formwork structure 100 according to the present embodiment, the cushioning material 11 includes an elastic member 40 that extends by supplying a fluid to the inside and can be contracted by removing the fluid from the inside. 7, an opening 2c of the caisson housing 2 may be formed, and the elastic member 40 may be installed at a position corresponding to the opening 2c. According to this, when the support work 7 is removed, the work space can be quickly secured in the vicinity of the opening 2c by shrinking the elastic member 40.

本発明は、上述の実施形態に限定されるものではない。   The present invention is not limited to the embodiment described above.

例えば、上述で説明した骨組部材及び緩衝材の形状及び配置は一例にすぎず、適宜変更してもよい。   For example, the shape and arrangement of the frame member and the cushioning material described above are merely examples, and may be changed as appropriate.

また、図5に示すような型枠構造物200を採用してもよい。型枠構造物200は、支保工7の一部が骨組部材10及び緩衝材11で構成され、他の一部が土砂30で構成されている。例えば、図5に示す例では、撤去作業時に速やかに作業スペースを確保するべき開口部2c付近には、容易に撤去可能な骨組部材10及び緩衝材11が設置されている。一方、外周側では、支保工7が土砂30で構成されている。   Moreover, you may employ | adopt the formwork structure 200 as shown in FIG. In the formwork structure 200, a part of the support 7 is composed of the skeleton member 10 and the buffer material 11, and the other part is composed of earth and sand 30. For example, in the example shown in FIG. 5, a skeleton member 10 and a cushioning material 11 that can be easily removed are installed in the vicinity of the opening 2 c where a work space should be secured promptly during the removal work. On the other hand, the support 7 is composed of earth and sand 30 on the outer peripheral side.

2…ケーソン躯体、2a…天井部、2b…側壁、2c…開口部、3…作業室、4…刃口金物、6…外型枠、7…支保工、8…開口枠部材、9…サポート、10…骨組部材、11…緩衝材、12…マット部材、13…型枠材、30…土砂、40…伸縮部材、41…管、42…弁、100…型枠構造物、L…管。
DESCRIPTION OF SYMBOLS 2 ... Caisson housing | casing, 2a ... Ceiling part, 2b ... Side wall, 2c ... Opening part, 3 ... Work room, 4 ... Outer metal fitting, 7 ... Outer formwork, 7 ... Supporting work, 8 ... Opening frame member, 9 ... Support DESCRIPTION OF SYMBOLS 10 ... Frame member, 11 ... Buffer material, 12 ... Matt member, 13 ... Formwork material, 30 ... Earth and sand, 40 ... Elastic member, 41 ... Pipe, 42 ... Valve, 100 ... Formwork structure, L ... Pipe

Claims (8)

ケーソン躯体に作業室を形成する型枠構築方法であって、
整地された底盤に刃口金物及び外型枠を設置する工程と、
前記外型枠の内周側に支保工を構築する工程と、を備え、
前記支保工を構築する工程は、
複数の骨組部材を設置する工程と、
前記骨組部材同士が水平方向に離間することで形成される前記骨組部材間の隙間へ、内部に流体が収容される緩衝材を設置する工程と、を備える、型枠構築方法。
A mold construction method for forming a work room in a caisson housing,
A process of installing a blade fitting and an outer formwork on a leveled base;
And a step of constructing a support work on the inner peripheral side of the outer mold,
The process of constructing the support is
Installing a plurality of frame members;
And a step of installing a cushioning material in which a fluid is accommodated in a gap between the frame members formed by separating the frame members in the horizontal direction .
前記支保工を構築する工程は、
前記骨組部材の上端部にマット部材を設置する工程と、
前記マット部材の上端部に型枠材を設置する工程と、を更に備え、
前記マット部材は、内部に流体を収容可能である、請求項1に記載の型枠構築方法。
The process of constructing the support is
Installing a mat member on the upper end of the frame member;
Further comprising the step of installing a formwork material on the upper end of the mat member,
The form construction method according to claim 1, wherein the mat member can accommodate a fluid therein.
前記支保工の上端部に、前記ケーソン躯体の開口部を形成するための開口枠部材を設置する工程を備え、
前記緩衝材は、前記流体を供給する管と接続され、前記管は前記開口枠部材を貫通する、請求項1又は2に記載の型枠構築方法。
A step of installing an opening frame member for forming an opening of the caisson housing at the upper end of the support;
The form construction method according to claim 1 or 2, wherein the buffer material is connected to a pipe that supplies the fluid, and the pipe penetrates the opening frame member.
前記骨組部材を設置する工程では、
前記作業室の側壁の形状に対応する骨組部材を設置する、請求項1〜3の何れか一項に記載の型枠構築方法。
In the step of installing the skeleton member,
The formwork construction method as described in any one of Claims 1-3 which installs the frame member corresponding to the shape of the side wall of the said working chamber.
一つあたりの前記骨組部材は、一体的に形成されたブロックを複数組み合わせることによって構成される、請求項1〜4の何れか一項に記載の型枠構築方法。   The said frame member per one is a formwork construction method as described in any one of Claims 1-4 comprised by combining multiple blocks formed integrally. ケーソン躯体に作業室を形成する型枠構造物であって、
整地された底盤に設置される外型枠と、
前記底盤に設置される刃口金物と、
前記外型枠の内周側に構築される支保工と、を備え、
前記支保工は、
複数の骨組部材と、
前記骨組部材同士が水平方向に離間することで形成される前記骨組部材間の隙間に設置され、内部に流体が収容される緩衝材と、を備える、型枠構造物。
A formwork structure that forms a working chamber in the caisson housing,
An outer formwork installed on a leveled bottom,
A blade fitting installed on the bottom plate,
A support construction constructed on the inner peripheral side of the outer formwork,
The support work is
A plurality of frame members;
A formwork structure comprising: a cushioning material that is installed in a gap between the frame members formed by separating the frame members from each other in the horizontal direction, and contains a fluid therein.
前記支保工は、前記骨組部材の上端部に設置されたマット部材を備え、
前記マット部材は、内部に流体を収容可能である、請求項6に記載の型枠構造物。
The support is provided with a mat member installed at the upper end of the frame member,
The formwork structure according to claim 6, wherein the mat member can accommodate a fluid therein.
前記緩衝材は、内部に流体を供給することで伸びると共に、内部から流体を除去することによって縮むことができる伸縮部材を含み、
前記支保工の上端部に、前記ケーソン躯体の開口部が形成され、
前記伸縮部材は、上下方向から見た場合に、前記開口部の一部又は全部と重なる位置に設置される、請求項6又は7に記載の型枠構造物。
The cushioning material includes an expansion / contraction member that extends by supplying fluid to the inside and can contract by removing fluid from the inside,
An opening of the caisson housing is formed at the upper end of the support,
The formwork structure according to claim 6 or 7, wherein the stretchable member is installed at a position that overlaps a part or all of the opening when viewed from above and below .
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