JP2009174233A - Form device for rectangular column-shaped concrete structure, and construction method of rectangular-column-shaped concrete structure using it - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To enable curtailing of the time for assembling and disassembling form segments in a form device for a rectangular column-shaped concrete structure, by which considerable reduction of the construction period and the cost can be materialized. <P>SOLUTION: The form device for constructing the rectangular column-shaped concrete structure is provided with a rectangular column-shaped form having an inner peripheral surface corresponding to the outer peripheral surface of the rectangular column-shaped concrete structure. The form is obtained by assembling four pieces of wooden plywood corresponding to each face to have a rectangular column shape. A plurality of wooden supporting members are fixed at predetermined intervals along the vertical direction of the outer peripheral part of the form. A plurality of holding members are fixed to the outer peripheral part of the wooden supporting members at intervals in the vertical direction of the form. Each of the holding members is structured with two sets of L-letter-shaped form segments, each of which is formed by welding two adjacent shape steels. Two sets of fastening members are arranged on each of joint corners, where the two L-letter-shaped members face each other, in a manner of striding the two perpendicular shape steels in the x and y directions. An expansion means is arranged to allow the two L-letter-shaped members to separate from each other in the x and y directions when the fastening members are loosened. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

  The present invention relates to a formwork apparatus suitable for constructing a prismatic concrete structure and a construction method of a prismatic concrete structure using the same.

Reinforced concrete prismatic structures are widely used. In order to make a prismatic structure made of reinforced concrete, conventionally, a reinforcing bar for a structure is first arranged on the ground, and this is erected at a predetermined position. Next, a concrete formwork is made by assembling a plurality of formwork divisions on the outside of the reinforced steel bars using a moving scaffold or a stepladder. Next, concrete is placed inside the concrete formwork. Finally, after the concrete is hardened, a plurality of formwork divisions are disassembled using a moving scaffold or a stepladder, and the concrete formwork is removed.
When making a lot of such reinforced concrete structures, the assembly work and disassembly work of the formwork using moving scaffolds and stepladders are particularly troublesome and cumbersome. The work efficiency is poor, and therefore the construction period is lengthened and the construction cost is also increased.

Also, due to demands for speed construction, cost reduction, etc., wall and slab separation methods tend to increase rapidly. In this case, the mainstream is a method of attaching large vertical and horizontal thick members to the face plate, creating a pre-integrated large surface formwork for each surface of the pillar, and carrying it to the site using a crane, assembling and dismantling. It has become.
By the way, after the face plate is first attached on site, the conventional method of attaching the thick end material to this requires a lot of formwork engineers and skilled workers, and the process becomes complicated due to the installation of the separator and the like. It is not preferable.
In addition, when using pre-integrated surface formwork, the surface formwork for each surface is carried into the pillar position on the floor surface, and when assembling, the surface formwork can be connected to each other, However, since the surface mold is large and heavy, these operations require a great deal of time and labor.

  Furthermore, in recent years, as for the construction of a prismatic structure, it is easy to assemble and dismantle, and in addition, two adjacent surfaces of four surface molds can be quickly connected and positioned in the field. Joined at the corners to form L-shapes in advance, these two L-shaped molds are erected so as to form four corners at the site, and the two L-shaped fittings are connected to bolts, etc. A device that is fastened and fixed with a fixing metal fitting is known (for example, see Patent Documents 1 and 2).

On the other hand, a cylindrical concrete mold having an inner peripheral surface corresponding to the outer peripheral surface of the column is provided as a mold for standing the columnar column, and the concrete mold is divided in the circumferential direction of the column. A plurality of formwork divisions forming the inner peripheral surface in a combined state, and supporting the plurality of formwork divisions on the outer periphery of the concrete formwork so as to be movable in the radial direction, A plurality of holding means for holding the plurality of formwork divisions in a combined state are provided at intervals in the vertical direction of the concrete formwork, and concrete is placed inside the plurality of formwork divisions, After curing, the holding means is released, and a ring is attached to the lower end of each formwork division so as to roll on the outer peripheral surface of the columnar column made of reinforced concrete, and each of the plurality of formwork divisions is attached. Above and above each Those as lifted from radially outward of the columnar pillars are known (e.g., see Patent Document 3.).
JP-A-7-62864 JP-A-9-203206 Japanese Patent Laid-Open No. 10-25891

However, when the L-formwork described in Patent Documents 1 and 2 is used to construct a plurality of structures, the two L-formworks are assembled at the position of the structure, and after placing the concrete, Since the mold form must be completely separated and transported to the position of the next structure and reassembled, time and labor are still required for positioning the two L mold forms.
Moreover, although the thing of patent document 3 is applicable as a formwork for standing up a columnar column, it was not applicable to a prismatic structure. Since the prismatic structure is formed from four surfaces, a structure for tightening and loosening a four-frame mold cannot be achieved with a simple structure using a band as in Patent Document 3 described above.
As a result of repeated trial and error and repeated studies on a formwork suitable for a prismatic structure, the present inventor has obtained the present invention.

  The present invention relates to a formwork apparatus for a prismatic concrete structure and a method for constructing a prismatic concrete structure using the same, in which the formwork apparatus can be easily installed, removed, and relocated simply by tightening or loosening the formwork division. By enabling re-installation, the work time required for assembling and disassembling the formwork divisions can be omitted, thereby enabling the use of the formwork apparatus that can shorten the construction period and reduce costs. The purpose is to provide a construction method.

In order to achieve the above object, a formwork device for a prismatic concrete structure according to the present invention is a formwork device for constructing a prismatic concrete structure, on the outer peripheral surface of the prismatic concrete structure. A prismatic mold having a corresponding inner peripheral surface is provided, and the mold is formed by assembling four pieces of wooden plywood corresponding to each surface into a prismatic shape, along the vertical direction of the outer periphery of the mold A plurality of wooden support members are fixed at predetermined intervals, and a plurality of holding members are fixed to the outer periphery of the wooden support member at intervals in the vertical direction of the formwork. Two L-shaped members formed from two L-shaped members welded to form two sets of L-shaped mold divisions composed of the mold, the wooden support material, and the L-shaped member. It straddles the x-direction and y-direction of two orthogonal cross sections at each of the opposing joint corners. Two pairs of clamping elements provided, upon relaxing the 該緊 clamping member, is characterized in that it comprises extension means to separate the two L-shaped member in the x and y directions.
The formwork apparatus for a prismatic concrete structure according to the present invention is characterized in that the wooden support material is formed from a wooden truss material, the shape steel is H-shaped steel, and the fastening member is a bolt / nut. Yes.
Moreover, the formwork apparatus for a prismatic concrete structure according to the present invention is characterized in that the expansion means is composed of two sets of jacks and a pressed metal piece having a contact piece welded to the tip of a rod-shaped member.

  The method for constructing a prismatic concrete structure according to the present invention is such that when constructing a prismatic concrete structure, two sets of L-shaped formwork divisions composed of a formwork, a wooden support material and a holding member are opposed to each other. The joint corners to be tightened by tightening members arranged in the x and y directions to form an inner peripheral surface corresponding to the outer peripheral surface of the prismatic concrete structure, and the concrete is placed in the mold After the concrete has hardened, the fastening members are loosened, the two sets of L-shaped form divisions are slightly separated in the x-direction and the y-direction by the expansion means, and are lifted from above in this state, and after the separation, the fastening is performed. It is characterized in that the members are tightened, suspended around the next prismatic concrete structure, and concrete is placed in the mold.

The present invention relates to a formwork apparatus for a prismatic concrete structure and a method for constructing a prismatic concrete structure using the same, in which the formwork apparatus can be easily installed, removed, and relocated simply by tightening or loosening the formwork division. Since it can be re-installed, it does not require a formwork engineer or a skilled worker, and the work time required to assemble and disassemble the formwork can be omitted, which greatly shortens the work period and reduces the workforce. Cost can be reduced.
Further, the present invention does not require a separator to be attached to the formwork at the construction site, and there is no need to repair the separator portion of the placed concrete structure.
Furthermore, the effect of the present invention is doubled as the number of structures to be constructed increases.
Furthermore, the present invention has a great feature in that it enables a prismatic concrete structure, not a columnar concrete structure, while substantially shortening the construction period, reducing the number of workers, and reducing costs. .

  BEST MODE FOR CARRYING OUT THE INVENTION The best mode for carrying out a formwork apparatus for a prismatic concrete structure and a method for constructing a prismatic concrete structure using the same will be described in detail with reference to the drawings. The present invention is not construed as being limited thereto, and various changes, modifications, and improvements can be made based on the knowledge of those skilled in the art without departing from the scope of the present invention.

  FIG. 1 is a plan view of a formwork apparatus for a prismatic concrete structure according to the present embodiment, FIG. 2 is a front view of the formwork apparatus, and FIGS. 1 and 2 show the formwork in a state where concrete can be placed. It shows how the device is set. FIG. 3 is an enlarged view of part A of FIG.

A formwork apparatus for constructing a prismatic concrete structure includes a prismatic formwork 1 having an inner peripheral surface corresponding to the outer peripheral surface of the prismatic concrete structure. This formwork 1 is formed by assembling four pieces of wooden plywood corresponding to each surface of the outer peripheral surface of a prismatic concrete structure into a prismatic shape, and each piece is made of two laminated wood plywoods with a thickness of 12 mm. It has rigidity and durability. Further, even when the inner surface of the mold 1 is damaged by concrete placement, it can be easily repaired by replacing only the wooden plywood inside the two laminated wooden plywood.
About the up-down direction of the formwork 1, for example, the existing wooden plywood with a length of 1800 mm is connected and formed into a required length.

  A plurality of wooden supports 2 are fixed with screws or the like at predetermined intervals along the vertical direction of the outer periphery of the mold 1 so that the mold 1 does not bulge outward due to the internal pressure of concrete. This wooden support material 2 is a truss structure in which two wooden square members 3 are integrated with a truss member 4 arranged so as to form a truss in the longitudinal direction between two wooden square members 3 extending in parallel at a predetermined interval. Is formed. The arrangement interval of the wooden support members 2 is determined by design. For example, when the formwork 1 has a size of 800 × 800 mm, four rows are provided at intervals of about 200 mm.

As shown in FIG. 2, a plurality of holding members 5 are fixed to the outer periphery of the wooden support member 2 at intervals in the vertical direction of the mold 1. The vertical distance between the holding members 5 is determined by design, but is about 1200 mm, for example. The holding member 5 is made of H-shaped steel and has a quadrangular shape as a whole, and two L-shaped members 5-1 and 5-2 in which two adjacent H-shaped steels are welded 6 at their joints. Formed from. At that time, the H-shaped steel is arranged such that the web faces horizontally (a surface along the plane of FIG. 1) and the flange faces vertical (a plane perpendicular to the plane of FIG. 1).
In this way, two sets of L-shaped formwork divisions composed of the mold 1, the wooden support 2 and the L-shaped members 5-1, 5-2 are configured.
1 and 2, a pair of suspension fittings 34 are provided so as to penetrate through the space of the truss member 4 of the left and right wooden support members 2. The suspension fitting 34 is formed of a pipe, and the wire 32 of the lifting device 30 is wound around the lifting device 30 when lifting a formwork device composed of two sets of L-shaped formwork divisions to be described later. Is provided. Moreover, one hanging bracket 35 is provided in the vicinity of the upper end of the formwork device so as to penetrate the space of the truss member 4 of the right wooden support member 2. The hanging bracket 35 is used to wind a wire when the formwork apparatus assembled to lie on the ground is caused by a crane or the like, and thereby excessive force is concentrated on a part of the formwork apparatus. It is prevented.

Two sets of tightening members 8 and 9 straddling the x- and y-directions of two H-shaped steels that are orthogonal to each of the opposing joining corners a and b of the two L-shaped members 5-1 and 5-2. Is provided.
One fastening member 8 is arranged in the x direction (lateral direction in FIG. 1), and the other fastening member 9 is arranged in the y direction (longitudinal direction in FIG. 1), and two H-section steels are arranged in the x direction and the y direction. Each tightens or relaxes.

FIG. 3 shows an enlarged state of the joint corner b.
In the joining corner part b, the other L-shaped member 5-2 is arranged on the inner surface of the end of the H-shaped steel 11 arranged in the y direction among the two H-shaped steels 10 and 11 forming one L-shaped member 5-1. Of the two H-shaped steels 12 and 13 that form the shape, the ends of the H-shaped steels 13 arranged in the x direction come into contact with each other.
It should be noted that the joint corner portion a is symmetric with the joint corner portion b, but has the same configuration, and thus the description thereof is omitted.
The fastening member 8 arranged in the x direction at the joint corner b is composed of a bolt 8-1 and a nut 8-2, and the tip end side of the bolt 8-1 bent into a hook shape is the web 14 of the H-section steel 13. The bolt 8-1 is inserted into the hole 15, the base end side of the bolt 8-1 extends along the web 14 of the H-shaped steel 13, passes through the hole 17 of the flange 16 of the H-shaped steel 11, and the nut 8 is inserted into the threaded portion of the protruding base. -2 is screwed together.
The tightening member 9 arranged in the y direction includes a bolt 9-1 and a nut 9-2, and the front end side of the bolt 9-1 bent into a hook shape is a hole 19 in the flange 18 inside the H-section steel 11. And the base end side of the bolt 9-1 extends along the inner flange 18 of the H-shaped steel 11, passes through the hole 21 of the flange 20 of the H-shaped steel 13, and the nut 9- 2 is screwed together.

Among the holes 17 of the flange 16 of the H-shaped steel 11, the holes of the inner flange 18 and the inner hole of the holes 21 of the flange 20 of the H-shaped steel 13 are relatively moved by the two H-shaped steels 11 and 13 orthogonal to each other. The opening is larger than the bolt diameter so as to allow (about several mm each in the x and y directions). For example, when the bolt diameter is 16 mm, the diameter of these holes is about 30 mm.
In this example, since the bolt 8-1 is disposed on the front side of the web of the H-section steels 11 and 13, and the bolt 9-1 is disposed on the back side of the web of the H-section steels 11 and 13, these bolts are provided. 8-1 and 9-1 do not interfere with each other.

FIG. 4 is a diagram for explaining an operation of extracting a formwork device from the concrete structure after a prismatic concrete structure is formed on the formwork device composed of the formwork 1, the wooden support material 2 and the holding member 5. FIG.
The expansion means 22 and 23 are attached to the L-shaped members 5-1 and 5-2 of the holding members 5 installed in the vertical direction of the mold apparatus at least at the uppermost and lowermost holding members 5, respectively, in the x and y directions. Install toward.
The expansion means 22 and 23 have the same structure, and are constituted by a push metal in which a contact piece 26 is welded to the tip of the jack 24 and the rod-like member 25.
FIG. 5 is a cross-sectional view taken along the line AA of FIG. 4, and the contact piece 26 is a square member at the side end of the plate-like member provided in parallel so as to contact the upper side of the rod-like member 25 as shown in FIG. The plate-like member extends over the flange inside the H-shaped steel, and the square member is formed below the upper end of the flange.
The jacks 24 and 24 are installed on the two orthogonal H-shaped steel welds 6 and 6 of the L-shaped members 5-1 and 5-2 of the holding member 5 so that their bottoms are in contact with the outer flange of the H-shaped steel. The pressing pieces are arranged so that the contact pieces 26 and 26 are in contact with the flange of the H-shaped steel at the joining corner portion a.
At that time, the abutting piece 26 of the expansion means 23 arranged in the y direction gets over the inner flange of the H-shaped steel of the L-shaped member 5-2 and becomes the inner flange of the H-shaped steel of the other L-shaped member 5-1. It arrange | positions so that it may contact | abut. The expansion means 22 arranged in the x direction may be arranged so that the end face of the contact piece 26 contacts the inner flange of the H-shaped steel of the L-shaped member 5-2.

  In this state, in order to extract the formwork device from the concrete structure, first, the nuts 8-2 and 9-2 of the fastening members 8 and 9 of all the holding members 5 are loosened by about 5 to 10 mm. Next, when the jack 24 of one of the expansion means 22 is extended, the contact piece 26 pushes out the inner flange of the H-shaped steel of the L-shaped member 5-2 in the x direction through the rod-shaped member 25, thereby The x dimension is expanded. Next, when the jack 24 of the other expansion means 23 is extended, the contact piece 26 pushes out the inner flange of the H-shaped steel of the L-shaped member 5-1 in the y direction via the rod-shaped member 25, and The y dimension is expanded. At this time, since an outward force acts on the nut that has been loosened in advance, the screw portions of the nut and the bolt are in close contact with each other, and the nut is fixed at that position. Retained in an expanded state. These expansion operations may be performed simultaneously on all the expansion means, or may be performed sequentially.

  When the formwork device is expanded in the x direction and the y direction, as shown in FIG. 6, the wires 32, 32 of the lifting device 30 suspended from the crane 31 are wound around the hanging brackets 34, 34, and the crane 31 is raised. The mold apparatus is removed from the concrete structure 33, and after detachment, the mold apparatus is temporarily placed on the ground and the fastening members 8 and 9 are tightened, and then the mold apparatus is installed at the next concrete structure construction position. Hang on.

As shown in FIG. 2, the formwork apparatus suspended at the construction position of the next concrete structure is set at a position where the concrete can be placed.
At that time, as shown in FIGS. 1 and 2, a pipe support 28 for pushing the formwork device between the base plate 27 and the formwork device, so that the formwork device is correctly erected in the vertical direction, and Two sets of chains 29 for pulling the formwork device are mounted on two orthogonal surfaces. The operator operates the pipe support 28 and the chain 29 while looking at the level, so that the formwork device is set up correctly in the vertical direction.

It is a top view of the formwork apparatus for prismatic concrete structures based on this Embodiment. It is a front view of the formwork apparatus for prismatic concrete structures concerning this embodiment. It is the A section enlarged view of FIG. It is a top view for demonstrating the operation | work which extracts a formwork apparatus from a concrete structure. It is AA sectional drawing of FIG. It is the schematic for demonstrating the state which extracts the formwork apparatus from a concrete structure.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Formwork 2 Wooden support material 3 Wooden square material 4 Truss material 5 Holding member 5-1 L-shaped member 5-2 L-shaped member 6 Welding 8 Tightening member
8-1 Bolt 8-2 Nut 9 Tightening member 9-1 Bolt 9-2 Nut 10 H section steel 11 H section steel 12 H section steel 13 H section steel 14 Web 15 hole 16 Flange 17 hole 18 Flange 19 hole 20 Flange 21 Hole
22 Expansion means
23 Expansion means 24 Jack 25 Bar-shaped member
26 Contact piece
27 Base plate
28 Pipe support
29 Chain
30 Lifting device
31 Crane 32 Wire 33 Concrete Structure 34 Suspension Bracket 35 Suspension Bracket

Claims (4)

  A formwork apparatus for constructing a prismatic concrete structure, comprising a prismatic formwork having an inner peripheral surface corresponding to an outer peripheral surface of the prismatic concrete structure, 4 pieces of wooden plywood corresponding to the above are formed in a prismatic shape, and a plurality of wooden support members are fixed at predetermined intervals along the vertical direction of the outer peripheral portion of the mold, and are attached to the outer peripheral portion of the wooden support member. A plurality of holding members are fixed at intervals in the vertical direction of the mold, and the holding members are formed from two L-shaped members welded to two adjacent shape steels. And two sets of L-shaped formwork divisions composed of L-shaped members, and the x- and y-directions of two cross-sections orthogonal to each of the opposing joining corners of the two L-shaped members When two tightening members are provided across the two and the tightening members are relaxed, the two L-shaped members are moved in the x direction. And mold apparatus for prismatic concrete structure, characterized in that it comprises an expansion means for separating the y direction.   2. The formwork apparatus for a prismatic concrete structure according to claim 1, wherein the wooden support material is formed of a wooden truss material, the shape steel is H-shaped steel, and the fastening members are bolts and nuts.   The formwork device for a prismatic concrete structure according to claim 1 or 2, wherein the expansion means is made of a push-powder in which abutting pieces are welded to the ends of two sets of jacks and rod-shaped members.   When constructing a prismatic concrete structure, opposing joint corners of two sets of L-shaped formwork divisions composed of a formwork, a wooden support material and a holding member were arranged in the x and y directions. Tightening with a tightening member forms an inner peripheral surface corresponding to the outer peripheral surface of a prismatic concrete structure, and the concrete is placed in the mold, and after the concrete has hardened, the tightening member is relaxed and expanded means The two sets of L-shaped mold divisions are slightly separated in the x and y directions, lifted from above in that state, and after disengagement, the fastening members are fastened, and around the next prismatic concrete structure A method for constructing a prismatic concrete structure, characterized in that the concrete is suspended in a mold and placed in a formwork.

Images