JP5817198B2 - Concrete form storage structure and construction method - Google Patents

Description

  TECHNICAL FIELD The present invention relates to a concrete formwork storage structure and a construction method thereof capable of constructing a concrete formwork by easily attaching a receiving material and an adjustment material to an adjustment part of a formwork panel.

Conventionally, when constructing concrete formwork in civil engineering construction work, it is constructed with only standard products (standard size) regardless of the material used such as wooden panels, resin panels, steel panels, etc. It is difficult to do.
In other words, this type of formwork panel (especially a systemized non-wooden panel) can be prepared in different sizes, or it can be easily manufactured partially (a panel with a pier at the periphery of the back side of plywood at least) ), But in the former case, it is necessary to produce several types of panels, so it is inevitable to manage parts and increase the cost. In the latter case, it is troublesome to connect panels of different materials. It took. In addition, no matter how detailed it is calculated, all the errors (errors that occur in the connecting part) are concentrated in the adjustment part (contained part), and a gap is created, because the construction is made by connecting a plurality of formwork panels. In some cases, wooden panels were rebuilt without paying.

  On the other hand, in order to reduce waste materials, it has been adopted to use a synthetic resin such as FRP that can be reused as a formwork panel. However, in order to assemble a panel made of synthetic resin and the wooden panel, the mounting method is troublesome. And once used, piers are difficult to recycle, and most of them are disposable.

  The wooden panel produced by the above-described conventional method is not only troublesome to produce, but also difficult to reuse, and thus is a wasteful method both in terms of labor and cost. In addition, when a gap or the like is generated between adjacent formwork panels, a sealing process for preventing leakage of the concrete may be necessary.

  Therefore, the present invention can solve the above-described problems, and can easily attach a receiving material and an adjustment material to the adjustment portion of the formwork panel to construct a concrete formwork and its construction. The purpose is to propose a law.

The present invention has been proposed in view of the above, and is located on a formwork panel having at least a surface portion forming a concrete surface, a connecting portion extending from the surface portion to the back surface side, and an adjustment portion (adjustment region). A receiving material and an adjusting material fixed to the receiving material, wherein the connecting portion of the formwork panel is continuous along the side edge, and has holes at regular intervals in the longitudinal direction. On the outside of the connecting part of the formwork panel, it has a support part for fixing the adjusting material and an attaching part along the connecting part, and the attaching part is formed with an attaching hole corresponding to the hole of the formwork panel, The receiving material is a thick plate-like material, the side end surface in the thickness direction is the support portion, and the receiving material includes a projecting portion that can be inserted into a hole of the formwork panel and an attachment hole of the receiving material. The mold panel is provided with a connecting part of the form panel and a holding part for holding the attachment part of the receiving member. Thin portion is provided to allow rotation of the connecting member for connecting the Le and the receiving member, the adjustment portion of the concrete form, the connecting portions of adjacent formwork panels, received via the respective holes material And a concrete formwork storage structure, characterized in that a concrete formwork is formed by adhering an adjusting material that is continuous with the surface part of the formwork panel between adjacent support parts.

  In the concrete storage structure according to the present invention, in the concrete storage structure, the mounting portion of the receiving material has at least a portion where the connecting member is located substantially the same thickness as the end of the connecting portion of the formwork panel. We also propose a storage structure.

Furthermore, the present invention is a method for constructing the concrete form storage structure , wherein the form panels having at least a surface part forming a concrete surface and a connecting part extending from the surface part to the back side are arranged in parallel. And the first step of attaching the receiving material to the outside of the connecting part of the adjacent formwork panels in the adjusting part (adjusting region) and connecting the attachment hole to the hole of the formwork panel, and this state Proposed construction method for concrete mold storage structure, characterized by comprising a second step by adhering an adjustment material that is continuous with the surface portion of the formwork panel between the support parts of the receiving material. To do.

According to the concrete mold storage structure of the present invention, in the adjustment part (adjustment region), a receiving material is attached to the connecting part of the adjacent form panel through the holes, and the form panel between the adjacent support parts. A concrete formwork can be easily constructed simply by adhering an adjusting material that is continuous with the surface portion.
Therefore, it is only necessary to prepare an adjustment material cut to the dimension between adjacent support parts and fix it easily with screws or the like from the surface side. Can do.
Further, the formwork panel and the receiving member include a connecting member including a projecting portion that can be inserted into the hole of the formwork panel and the receiving material, and a sandwiching portion that sandwiches the connecting portion of the formwork panel and the attachment portion of the receiving material. Since they are used and connected, they can be easily integrated.

In addition, when the portion where the connecting member is located is at substantially the same thickness as the end of the connecting portion of the formwork panel, the connecting member used for connecting the panels is connected to the receiving portion of the receiving member. The mounting of the receiving member of the adjusting portion can be performed in the same manner as the construction (connection) of the general portion, so that the construction labor can be reduced and the member cost can be reduced.

  Furthermore, the construction method of the concrete form storage structure according to the present invention does not require a wooden panel as in the above-described prior art, and there is no need to worry about leakage of concrete, so unnecessary sealing work is unnecessary. Construction work is also easy, and member costs can be reduced.

(A) An example of constructing a concrete form storage structure (first reference example) according to the present invention, and an enlarged cross-sectional view showing a state in which adjacent formwork panels are arranged in the adjustment section, (b) An enlarged cross-sectional view showing a state in which the receiving material is placed along the connecting portion, (c) an enlarged cross-sectional view showing a state in which the receiving material is attached to the connecting portion by the connecting member, and (d) an adjustment material is fixed outside the connecting portion It is the expanded sectional view which shows the state which carried out, (e) The perspective view of the connecting member used, (f) The perspective view of the receiving material used. (A) The perspective view which shows the general part of the concrete formwork which connected the formwork panel in a 1st reference example, (b) The perspective view which shows the adjustment part of a formwork panel. (A) The perspective view which shows the state which attached the receiving material in a 1st reference example to the formwork panel, (b) The perspective view which shows the state which fixed the adjustment material. (A) Cross-sectional view showing a state in which a receiving material of another aspect (second reference example) is attached, (b) a side view thereof, (c) a perspective view thereof, (d) a concrete form storage structure of the present invention Sectional drawing which shows the state which attached the receiving material of ( 1st Example), (e) The side view, (f) Sectional drawing which shows the state which attached the receiving material of another aspect ( 2nd Example), ( g) A side view thereof.

Housed structure of concrete form of the present invention, the form panel, and receiving member, and the adjustment member consists, adjustment of the concrete form in (adjustment area), the connecting portion of the adjacent form panels, respectively A concrete formwork is configured by attaching a receiving material through the holes and fixing an adjustment material that is continuous with the surface portion of the formwork panel between adjacent support portions.

The formwork panel has at least a surface portion that forms a concrete surface and a connecting portion that extends from the surface portion to the back surface side, and has a face plate-like surface portion as in the illustrated embodiment (or reference) described later. A side plate-like connecting part extending to the back side is provided on at least the left and right ends on one side, and the connecting part is continuous along the side edge, and has a structure having holes at regular intervals in the longitudinal direction. is there.
This formwork panel is often formed vertically long as in the illustrated embodiment (or reference) described later, and the surface part and the connecting part are often formed vertically long. Moreover, a partition plate may be provided so as to divide the space between both connecting portions and in parallel with the connecting portions as in the illustrated embodiment (or reference) described later, and the partition plate is not limited to one. A plurality may be provided.
In addition, it is good also as a box-shaped form panel by providing the upper connection part and lower connection part which stand | start up perpendicularly like the said connection part and the said partition plate in the up-and-down edge part of a surface part.

  The connecting portion of the formwork panel may have the same thickness from the front surface portion to the front end (back side edge), the front end may be formed thick, or substantially parallel to the front surface portion. It may be formed so as to have a flange extending to the surface. When the tip is formed thick or a flange is formed substantially parallel to the surface portion, the strength of the connecting portion itself is improved, and the strength of the entire formwork panel is also improved.

  The formwork panel having such a configuration does not particularly specify the material thereof, and may be, for example, a molded product of synthetic resin such as FRP, an extruded product of aluminum, a steel plate, a precast concrete plate, or These composite products may be used.

The receiving material may be continuous along the panel, or the piece material may be attached at regular intervals. A support portion for fixing the adjustment material on the outside of the connecting portion of the formwork panel, and attachment along the connecting portion. Part. The support portion may be any member that can be adjusted with screws or the like, and the attachment portion may be attached along the connecting portion of the formwork panel. If it is the structure in which a part is formed, it will not specifically limit about the shape. For example, as shown in the illustrated embodiments ( first and second embodiments) described later, a thick plate may be used. In the case of a thick plate shape, the side end surface in the thickness direction is a support portion, and the flat plate surface is an attachment portion. Moreover, it is the structure which has an attachment hole corresponding to the hole of the said formwork panel in the said attachment part.
The receiving material is attached to the connecting part of the formwork panel, but the attaching means is not particularly limited. For example, the bolt is connected with the hole of the formwork panel and the attachment hole. You may fix with a nut and you may make it attach with the hook-shaped connection member mentioned later.

The adjusting material is fixed to the support portion of the receiving material, and specifically, is fixed with a screw or the like. Moreover, this adjustment material is fixed between adjacent support parts, and it fixes using the adjustment material according to the dimension between support parts (cut). The adjustment material is not particularly limited as long as it can be cut to an arbitrary size, and may be a synthetic resin plate such as FRP, a wooden plate, a steel plate, a precast concrete plate, or a composite adjustment material thereof. Good.

  The storage structure of the present invention is not particularly limited with respect to the general part other than the adjustment part, but the receiving member is attached to the connection part of the formwork panel using a clip-like connection member used for the general part. May be. In this case, there is an advantage that the receiving material can be attached at the time of construction (connection) of the general part, and the construction labor can be reduced.

As described above, the connecting member for attaching the receiving material to the connecting portion of the formwork panel through the respective holes can be inserted into the holes of the formwork panel and the receiving material as used in the illustrated embodiment described later. It is desirable to have a structure including a projecting portion, a connecting portion between adjacent formwork panels, and a holding portion that holds the attachment portion of the receiving material.
The protruding portion is inserted from the side into the hole of the mold panel and the receiving material, and the clamping portion clamps the connecting portion of the mold panel and the mounting portion of the receiving material. .
The connecting member having such a configuration does not particularly specify the material thereof, and may be, for example, a molded product of synthetic resin such as FRP or an extruded product of aluminum, and deforms a steel material or a pipe-shaped material. It may be molded.

The construction method of the concrete form storage structure of the present invention uses the form panel panel, receiving material, and adjusting material having the above-described structure, and includes the following first and second steps.
1st process; While connecting formwork panels in parallel, a receiving material is attached to the outer side of the connection part of the adjacent formwork panel in an adjustment part via each hole.
2nd process; A concrete mold is comprised by adhering the adjustment material which becomes continuous with the surface part of a formwork panel between the support parts of a receiving material in this state.

  First, in a 1st process, a formwork panel is connected in parallel so that the connection part of adjacent formwork panels may oppose. At that time, the receiving material may be attached in advance to the formwork panel arranged at the end, or after being connected in parallel, the receiving material is attached to the formwork panel arranged at the end. May be.

  Next, in a 2nd process, the adjustment material which becomes continuous with the surface part of a formwork panel between the support parts of a receiving material in this state adheres. Specifically, before fixing, the width of the adjusting material is cut into the dimension between the support parts. This constitutes a concrete formwork.

In the adjustment structure (adjustment area), the concrete mold storage structure of the present invention constructed in this way is attached to the connecting part of the adjacent form panel through the respective holes, and the adjacent receiving material. A concrete formwork can be easily constructed simply by adhering an adjustment material that is continuous with the surface part of the formwork panel between the support parts. Therefore, it is only necessary to prepare an adjustment material cut to the size between the adjacent support portions and easily fix it with a screw or the like from the surface side.

The concrete form storage structure of the present invention comprises a form panel 1, a receiving material 2, and an adjustment material 3 as in the first reference example shown in FIGS. 1 (d) and 3 (b), In the adjustment part (adjustment region) of the concrete mold 1, the receiving material 2 is attached to the connecting parts 12, 12 of the adjacent mold panels 1, 1 through the respective holes 122, 211, and the adjacent support part 22. , 22 is used to form a concrete formwork by adhering an adjustment material 3 continuous with the surface portion 11 of the formwork panel 1.

As shown in FIGS. 2 and 3, the form panel 1 of the illustrated reference example has connecting portions 12 and 12 extending vertically from the left and right end portions to the back surface side on one side of the vertically long surface portion 11. Two partition plates 13, 13 are provided in parallel with the connecting portions 12, 12 so as to divide the space between the portions 12, 12 into three, and each connecting portion 12 has holes 122 at regular intervals in the length direction. Are formed in six places. Although not shown in the drawings, a through hole for projecting a member such as a separator that keeps the interval between the concrete molds is formed in advance in the substantially central surface portion 11 of the two partition plates 13 and 13. .
Moreover, the front-end | tips 121 and 121 of the connection parts 12 and 12 are formed thickly toward the inner side (partition plate 13 side), and the front-end | tips 131 and 131 of the partition plates 13 and 13 are formed on the outer side (connection part 12 side). It is formed thick.

FIG. 2 (a) shows the state of the general part of the concrete formwork in which the four formwork panels 1 are juxtaposed in the lateral direction, but the back side of the surface part 11 in the drawing is the concrete placement space. Become. In this placement space, a spacing member called a separator is disposed, and concrete is placed in a state in which a bolt material called a foam tie is arranged on the outside thereof.
A through hole (not shown) is formed in advance in the substantially central surface portion 11 of the two partition plates 13 and 13, so that a bolt material called the foam tie is inserted into the through hole. It is used as a concrete formwork.

As shown in FIGS. 2A and 2B, the hook-shaped connecting member 4 used to connect the formwork panels 1 and 1 in the general part is used to place the receiving material 2 in the adjustment part as shown in FIGS. It is used also for attaching to the connection part 12 of the.
As shown in FIG. 1 (e), the connecting member 4 includes a long arm portion 4 a and a short arm portion 4 b that are provided substantially opposite to each other, and a trunk portion 41 that connects them. The long arm portion 4a and the short arm portion 4b extend (extend) in a substantially parallel manner to the connecting portion 12 of the formwork panel 1 when the attachment is completed, and the long arm portion 4a is further folded upward. The body portion 41 has a rectangular column shape having a rectangular cross section.
The protruding portion 42 is provided at the tip of the long arm portion 4a so as to protrude inward, and is formed to have a slightly smaller diameter than the hole 122 provided in the connecting portion 12 of the formwork panel 1.
Moreover, the said clamping part 43 is formed in the said long arm part 4a and the said short arm part 4b which oppose, and each inner surface, ie, clamping surface 431a, 431b, is formed in the curved surface shape.

The receiving material 2 is configured to have a support portion 22 for fixing the adjusting material 3 and an attachment portion 21 along the connecting portion 12 outside the connecting portion 12 of the formwork panel 1, and this first reference example. Then, as shown in FIG.1 (g), it is a substantially L-shaped molded object. In the illustrated reference example, the support portion 22 is a flange-shaped horizontal piece portion, and the attachment portion 21 is a vertical piece portion in which the attachment hole 211 is formed. Further, the abutting support piece 212 is provided by folding back the edge of the mounting portion 21 on the back surface side.
The receiving material 2 is attached to the connecting portion 12 of the formwork panel 1, and this first reference example is in a state where the hole 122 and the attachment hole 211 of the formwork panel 1 are in communication with each other. Then, it attaches with the hook-shaped connection member 4 of the said structure.

The adjusting material 3 is fixed to the support portion 22 of the receiving material 2, and is specifically fixed with a screw or the like.
The adjusting material 3 is fixed between the adjacent support portions 22 and 22, and the receiving materials 2 and 2 are attached to the connecting portions 12 and 12 of the adjacent formwork panels 1 and 1 in the adjusting portion. What is necessary is just to fix using the adjustment material 3 which adjusted the width | variety according to the clearance gap dimension (= dimension between the support parts 22 and 22) formed by this.

Next, a procedure for constructing a concrete form storage structure using the form panel 1, the receiving material 2, and the adjusting material 3 will be described.
As a 1st process, as shown to Fig.2 (a), the general part is constructed by connecting the formwork panel 1 of the said structure with the said connection member 4 in parallel. Specifically, the mold panels 1 and 1 are juxtaposed (four in the drawing) so that the holes 122 and 122 of the connecting portions 12 and 12 of the adjacent mold panels 1 and 1 communicate with each other. The hook-shaped connecting member 4 is faced, the long arm part 4a is faced from the back side of one connecting part 12, and the protruding part 42 provided at the tip is inserted into the holes 122, 122 from the side (pivot). To wear). At this time, since the short arm portion 4b is located on the back surface side of the tip 121 of the connecting portion 12, the insertion of the protruding portion 42 of the long arm portion 4a is not hindered. In this manner, the long arm 4a is rotated with the hole 122 as a fulcrum (rotation center) in a state where the tip (projection 42) of the long arm 4a is pivotally attached to the holes 122, 122, and the short arm 4b. Is positioned so as to hold the tip 121 of the connecting portion 12 on the other side. That is, the connecting portions 12 and 12 on one side and the other side are sandwiched in a superposed manner by the sandwiching portion 43 formed by the long arm portion 4a and the short arm portion 4b.
In addition, since the clamping surfaces 431a and 431b that sandwich the coupling parts 12 and 12 are formed in curved surfaces as described above, the coupling parts 12 and 12 can be smoothly clamped by the clamping part 43.

In the first reference example, the operation of attaching the receiving materials 2 and 2 to the outside of the connecting portions 12 and 12 of the adjacent form panels 1 and 1 in the adjusting portion is also performed as shown in FIG. Since the connection member 4 used in the above is used, the operation can be performed in substantially the same manner as the above-described construction, and can be performed very easily.
That is, the mounting portion 21 of the receiving member 2 is aligned so that the hole 122 of the connecting portion 12 of the mold panel 1 and the mounting hole 211 communicate with each other, and the hook-shaped connecting member 4 is faced in this state. The long arm 4a is rotated from the hole 122 as a fulcrum (rotation center) with the long arm 4a facing from the rear surface side and the protruding portion 42 inserted (pivoted) from the side into the hole 122. The short arm portion 4b is positioned so as to wrap the tip of the attachment portion 21 of the receiving member 2 (the contact support piece 212). That is, the connecting portion 12 and the mounting portion 21 are clamped in a superposed manner by the clamping portion 43 formed by the long arm portion 4a and the short arm portion 4b.
In addition, this receiving material 2 may be attached to the connection part 12 of the formwork panel 1 arrange | positioned beforehand by an edge part (adjustment part) (after that, the formwork panels 1 and 1 are connected), and parallel form After the connection, the receiving materials 2 and 2 may be attached to the formwork panels 1 and 1 arranged at the end (adjusting portion).

Next, in the second step, as shown in FIGS. 3A and 3B, the surface portion 11 of the formwork panel 1 is continuously formed between the support portions 22 and 22 of the receiving materials 2 and 2 attached. The adjustment material 3 is fixed. This constitutes a concrete formwork.
Specifically, in the state in which the receiving materials 2 and 2 are attached to the connecting portions 12 and 12 of the adjacent mold panel 1 and 1 in the adjustment unit by the first step, the error of the used mold panel 1 itself. In addition, since errors and the like that occur in the connecting portions of these formwork panels 1 and 1 are aggregated, the formed gap dimension (= dimension between the support portions 22 and 22) is often not as calculated. Therefore, the dimension between the support parts 22 and 22 of the receiving materials 2 and 2 is measured, the width of the adjusting material 3 is adjusted (processed) according to the measured dimension, and fixed with screws or the like.

The concrete form storage structure of the present invention constructed in this way is such that, in the adjusting part, the receiving members 2 and 2 are attached to the connecting parts 12 and 12 of the adjacent form panel 1 and 1, respectively, and the adjacent support part A concrete formwork can be easily constructed simply by fixing the adjusting material 3 that is continuous with the surface portion 11 of the formwork panel 1 between 22 and 22.
Therefore, it is only necessary to prepare the adjusting material 3 cut to the size between the adjacent support portions 22 and 22 and fix it easily with screws or the like from the surface side. It can correspond to.

Further, in the first reference example, the mold panel 1 and the receiving material 2 are inserted into the holes 122 and 211 of the mold panel 1 and the receiving material 2, and the connecting portion 12 of the mold panel 1. Since it is connected using the connection member 4 provided with the clamping part 43 which clamps the attachment part 21 of the receiving material 2, it can integrate easily.
In addition, in this reference example, the mounting portion 21 of the receiving member 2 has a portion where the connecting member 4 is located at substantially the same thickness as the end portion of the connecting portion 12 of the formwork panel 1. The connecting member 4 to be used can also be used for connecting the formwork panel 1 and the receiving material 2, and the installation work of the receiving material 2 of the adjusting part can be performed in the same manner as the construction (connecting) of the general part. And the material cost can be reduced.

In the second reference example shown in FIGS. 4 (a) to 4 (c), a thick plate-like material (square material with a constant thickness) is used as the receiving material 2A, and the bolt 4x and nut 4y are connected to the connecting portion 12 of the formwork panel 1. It is the aspect attached by.
In this receiving material 2A, the attachment portion 21a along the connecting portion 12 is a flat surface, and the support portion 22a for fixing the adjustment material 3 is a side end surface in the thickness direction. An attachment hole corresponding to the hole 122 of the formwork panel 1 is formed in the attachment portion 21a, and the attachment hole is communicated with the hole 122 of the formwork panel 1 so as to be easily integrated. Although it is common to the first reference example in that it can be done, the bolt 4x is inserted into the hole 122 as described above and fastened with the nut 4y.

In the first embodiment shown in FIGS. 4D and 4E, a thick plate-like material (a square material having a substantially constant thickness) is used as the receiving material 2B. However, as in the first reference example, a hook is used. It is an aspect attached to the connection part 12 of the said formwork panel 1 using the shape-shaped connection member 4. FIG.
In this receiving material 2B, the attachment portion 21b extending along the connecting portion 12 is a substantially flat surface, and the support portion 22b for fixing the adjusting material 3 is the same as the second reference example in that it is a side end surface in the thickness direction. However, it is different in that a thin portion 23 that allows the connecting member 4 to rotate is provided. The attachment by the connecting member 4 is the same as in the first reference example, and the location where the connecting member 4 is located is substantially the same thickness as the end of the connecting portion 12 of the formwork panel 1, so that the hook-like connecting The member 4 can be used, construction work can be reduced, and the member cost can be reduced.

In the second embodiment shown in FIGS. 4 (f) and 4 (g), a plate-shaped material molded in a substantially L shape is used as the receiving material 2 </ b > C, and the range of the thin portion 23 in the first embodiment is long. It can be regarded as a configuration expanded in the vertical direction, and is a mode of attaching to the connecting portion 12 of the formwork panel 1 using the hook-like connecting member 4 as in the first reference example.
In this receiving material 2C, the attachment portion 21c along the connecting portion 12 is a vertical piece portion, and the support portion 22c for fixing the adjustment material 3 is a flange-like horizontal piece portion, which is the same as the first reference example. The attachment by the connecting member 4 can also be performed in the same manner as in the first reference example, so that construction labor can be reduced and member costs can be reduced.

DESCRIPTION OF SYMBOLS 1 Formwork panel 11 Surface part 12 Connection part 121 Tip 122 Hole 2 Receiving material 21 Attachment part 211 Attachment hole 22 Support part 3 Adjustment material 4 Connection member 4x Bolt 4y Nut 4a Long arm part 4b Short arm part 41 Trunk part 42 Projection shape Part 43 clamping part 431a, 431b clamping surface

Claims (3)

It consists of at least a surface part forming a concrete surface, a formwork panel having a connecting part extending from the surface part to the back side, a receiving material positioned in the adjusting part, and an adjusting material fixed to the receiving material,
The connecting part of the formwork panel is continuous along the side edge and has holes at regular intervals in the longitudinal direction.
The receiving material has a support portion for fixing the adjustment material on the outside of the connection portion of the formwork panel, and an attachment portion along the connection portion, and the attachment portion corresponds to a hole of the formwork panel. A mounting hole is formed, the receiving material is a thick plate-like material, and the side end surface in the thickness direction is the support portion,
The receiving member includes a hole in the mold panel, a projecting portion that can be inserted into the mounting hole of the receiving member, and a clamping portion that clamps the connecting portion of the mold panel and the mounting portion of the receiving material. A thin-walled portion is provided that enables rotation of a connecting member that connects the formwork panel and the receiving member,
In the adjusting part of the concrete formwork, a receiving material is attached to the connecting part of the adjacent formwork panel through each hole, and an adjusting material that is continuous with the surface part of the formwork panel is provided between the adjacent support parts. A concrete form storage structure characterized in that a concrete form is formed by adhering. 2. The concrete form storage structure according to claim 1, wherein at least a portion where the connecting member is located has substantially the same thickness as that of the end of the connecting part of the form panel . A method of constructing a concrete form storage structure according to claim 1 or 2,
Formwork panels having at least a surface portion forming a concrete surface and a connecting portion extending from the front surface portion to the back surface side are connected in parallel, and outside the connecting portions of adjacent formwork panels in the adjusting portion, respectively. The receiving material is rotated with the mounting holes communicating with the holes of the formwork panel, and the protruding portions of the connecting members inserted into the mounting holes and the holes, and the formwork is held by the holding portions of the connecting members. A first step of attaching the connecting portion of the panel and the attachment portion of the receiving material and attaching the adjusting material that is continuous with the surface portion of the formwork panel between the support portions of the receiving material in this state A construction method of a concrete form storage structure characterized by comprising the second step.

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