JPH03119240A - Omnia slab and manufacturing method thereof and omnia slab manufacturing jig - Google Patents

Abstract

PURPOSE:To simplify and to reduce a construction period by forming a verandah and other projecting to the outside from a wall to provide, a body and handrail wall together as a unit with reinforced concrete by taking advantage of a jig on the ground, and mounting it to the skeleton of a building. CONSTITUTION:The balcony, verandah, etc., projecting from the skeleton of a building to provide, floor 24 and handrail 25 are formed together as a unit with concrete by taking advantage of a jig 20 on the ground. In time of formation, main reinforcements 8 to be bent, vertical reinforcements 8a, horizontal reinforcements 8b and omnia reinforcements 9 are placed on the jig 20 of the ground G, concrete is first placed to the floor 24, the jig 20 is turned 90 degrees after it is solidified, and the handrail 25 is leveled to place concrete. After tiles and others are stuck thereon, it is mounted to the skeleton of the building. According to the constitution, a construction period can be reduced.

Description

DETAILED DESCRIPTION OF THE INVENTION (a) Industrial field of application The present invention is applicable to balconies, verandas, etc. that protrude from walls.
Regarding the omni version used for forming gear rallies, etc., its manufacturing method, and the jig for manufacturing omni version, we particularly want to reduce the -M of support work for balconies, verandas, gear rallies, etc., and further shorten the construction period. An Omnia version that has been made into an Omnia version, a method for manufacturing each Omnia version, and an Omnia version that simplifies the structure of the formwork used to manufacture the Omnia version and facilitates concrete pouring. Concerning a jig for plate manufacturing.

(b) Conventional technology balconies Balconies, balconies, etc. are floors that are ultimately used as an extension of indoor life. It is placed overhanging the outer wall of the building to show its spaciousness.

In recent years, as housing environments have become more upscale, it has become common for each unit in high-end apartment complexes, such as those in Mansi, to have a veranda or balcony to give the residents a sense of affluence. .

Also, - Emergency 1 in the event of a fire, even in apartment complexes and large retail stores. In order to secure an evacuation route in the event of an emergency,
Many of them have balconies, verandas, galleries, etc.

These noir coneys, balconies, gear larries, etc. are equipped with a floor slab that protrudes from the wall of the building frame, and a handrail that stands at the tip of the slab.Nowadays, with the development of concrete construction methods, concrete handrails are often used. There is.

When constructing a balcony, veranda, gallery, etc. that has concrete handrails and floors, conventionally, reinforcement work and formwork work for the pillars, beams, slabs, etc. of the frame are performed, and then the balcony, verandah, etc. are constructed. Perform support work for gear larries, etc., then perform reinforcement work and formwork for slabs and handrails for balconies, verandas, gear larries, etc., and create joints to close gaps between the frame of the main body and the formwork for balconies, verandahs, gear larries, etc. Formwork work is carried out, and at the same time concrete is poured for the pillars, beams, and slabs of the frame, concrete is poured for the slabs of balconies, verandas, gear larries, etc., and balconies,
Slabs for verandahs, gear larries, etc. are formed, and after the concrete on the slabs has hardened to a certain level, concrete for the handrail walls is poured.

After the formwork is disassembled, exterior materials such as tiles are pasted with mortar on the outside of the handrail wall as necessary.

By the way, as a slab construction method, in order to reduce the need for shoring and shorten the construction period, thin-walled PC composite is used, in which a thin-walled PC board is used as a formwork for the slab, and concrete is poured into this to form a composite slab. The floor construction method is known. This thin PC
Representative examples of thin-walled 20 plates used for synthetic floors include Omnia plate and Spuncrete.

In addition, as for the method of forming the wall surface, in order to attach the tiles to the concrete frame most reliably, we used thin 20-plate slabs with factory-processed tiles cast into them as shedding boards, and then concrete was poured onto them to create a composite wall. A method for constructing thin-walled PC composite walls with tiles is known.

(c) Aui to be Solved by the Invention It is of course possible to employ the above-mentioned thin-walled PC composite floor construction method and tile-casting thin-walled PC composite wall construction method for forming balconies, verandas, galleries, etc.

However, even when using these omnia plates or tile driven thin-walled 20-sided plates, the support for the formwork is limited to the support for the formwork, including the support of the inner rub to support the omnia plate, and the handrail wall including the tile-driven thin-walled 20-sided plates. Shoring to support the formwork, formwork work for the handrail wall, and reinforcing work to connect the slab and handrail mold are required, as well as concrete pouring for the handrail wall and subsequent disassembly of the formwork. However, dissatisfaction still remains in efforts to reduce form work and shoring work and shorten the construction period.

The present invention has been made in consideration of the above circumstances,
To provide an omni version that can further reduce the need for shoring for balconies, verandas, gear larries, etc. and further shorten the construction period, and to provide a method for manufacturing an omni version that can easily manufacture such an omni version. , Omnia version of l! I! The purpose of the present invention is to provide a jig for producing omni-form plates that simplifies the structure of the formwork used for molding and enables easy concrete pouring.

(d) Means for Solving the Fi Problems In order to reduce the need for shoring and shorten the construction period, the Omnia version according to the present invention includes a main body of the Omnia version integrally formed with concrete (concrete) and a predetermined distance from the tip of the Omnia version. A handrail wall raised at an angle, a main reinforcement structure buried from the Omnia version main body to the handrail wall, and an Omnia reinforcement structure that is connected to the main reinforcement structure in the Omnia version main body and protrudes above the Omnia version main body. It is.

In the Omnia plate of this Q-Ming, it is possible to drive the finishing material into the outside surface of the handrail wall and/or the underside of the Omnia plate body.

Further, in the Omnia plate of the present invention, the shape of the outer surface of the handrail wall is not particularly limited, and may be, for example, a flat surface, a curved surface convexly curved in front of the Omnia plate main body, a curved surface fixed to the rear of the Omnia plate main body, or , forward convex curve and backward 1!1dl
When the outer surface of the handrail wall is formed into a curved surface, the inner surface of the handrail wall may be flat, or it may be formed into a curved surface that follows the outer surface. Good too.

In order to easily and safely manufacture the omnia plate according to the present invention in a single period, the method for manufacturing the omnia plate according to the present invention includes the following formwork forming process, reinforcing process,
The configuration includes a first concrete placement process and a m2 concrete placement process.

That is, in the formwork forming process, a face plate is attached to the upper surface of the underfloor backup frame and the inner side of the handrail outer backup frame, respectively, and the front end of the underfloor backup frame and the lower IS of the handrail outer backup frame are held together by a predetermined sandwich. The face plate of the underfloor backup frame and the face plate of the handrail outer backup frame are fixed to each other across the corners, and the base edge and both left and right edges of the omni version main body, and the upper edge and left and right sides of the handrail wall are connected. A stop formwork forming the edge is fixed across the double-sided boards.

The underfloor backup frame and the handrail outer backup frame may be made of wood, but are preferably made of metal frames made of iron or the like, which are highly durable and can be used repeatedly.

Although it is possible to use a metal plate such as a steel plate for the above-mentioned face plate, it is preferable to use a wooden plate such as a plywood board in order to increase the flexibility of the fixing position of the stop formwork. It is recommended to use plywood as it provides flexibility in fixing locations and most effectively reduces costs.

The formwork forming process is not particularly limited, but includes, for example, a faceplate fixing process of attaching faceplates to the upper surface of the floor underside backup frame and the inner side of the handrail outer backup frame, respectively;
It is possible to consist of a step of marking the face plate to mark the position where the stop form is to be fixed, and a fixing process of fixing the stop form to the face plate according to the mark. In the indentation process of this formwork forming process, if the indentation dimensions are matched to the dimensions of the frame being formed on site, the gap between the weir plate of the frame and the omniform plate can be minimized (minimized).

Moreover, in the method for manufacturing an omnia plate according to the present invention,
After the formwork forming process and before the reinforcing bar arrangement process, an exterior material casting process can be performed in which the exterior material of the handrail wall is cast on the face plate of the handrail outer surface backup frame. In this exterior material pouring process, if tiles are used as the exterior material, known tile pouring methods such as the tile sheet method, kuchijisu method, aluminum formwork method, and crosspiece method may be used. , Also, the finishing process for the outside surface of the handrail wall, such as the opening of the exterior material, is done by tjS2.
After the concrete pouring process, this is done after the face plate fixed to the handrail outer back-up frame and the handrail outer back-up frame are disassembled from the handrail wall.

In the reinforcing step of the Omnia version manufacturing method according to the present invention, the main reinforcement structure and the Omnia reinforcements are arranged to be buried in concrete from the Omnia version main body to the handrail wall. In addition,
If necessary, the handrail fittings to be embedded in the upper edge of the handrail wall may be fixed to reinforcement or formwork before the subsequent first concrete placement process. It is placed at the position of

In addition, in the first concrete placement process, after the reinforcement process, one of the floor bottom backup frame and the handrail outer backup frame is positioned horizontally, and one of the omnia version main body and the handrail wall is placed horizontally. Pour concrete into the formwork.

Furthermore, in the second concrete placing process, after the concrete placed in the first concrete placing process has hardened to a certain level, the other of the floor bottom backup frame and the handrail outer backup frame is leveled, and the Omnia version main body and the handrail wall are separated. The other concrete is poured.

In the present invention, especially when the inner surface of the handrail wall is formed into a mountain surface that follows its outer surface, the handrail outer surface is formed opposite to the face plate of the back-up frame in the form forming process or after the reinforcing process. Arrange the handrail inner plates at specified intervals,
In the first concrete pouring process, the underfloor backup frame is positioned horizontally, and the concrete for the Omnia version body is poured.In the second concrete pouring process, the underfloor backup frame is placed horizontally at W1, and the handrail wall is concreted. Pouring is carried out. However, if the exterior material laying process is performed after the formwork forming process and before the reinforcing process, in which the exterior material for the handrail wall is cast on the surface of the handrail external backup frame, the exterior material will be removed during tamping of the concrete. To prevent peeling of
The use of vibrating compaction machines such as vibrators should be avoided.

In order to simplify the structure of the Omnia plate manufacturing formwork and to facilitate concrete pouring, the Omnia plate manufacturing jig according to the present invention has a base frame and a common horizontal line on the upper side of the base frame. A bottom back 7 frame and a handrail outer back up frame are supported so as to be able to swing around an axis;
The present invention includes an angle setting frame for setting an upright angle of the handrail outer surface backup frame with respect to the floor underside backup frame to a predetermined angle.

The base frame is not particularly limited in its VT as long as it is rotatable so that it can swingably support the underfloor backup frame and the handrail outer backup frame in a horizontal position and at a predetermined angle, for example, Three steel molds are buried parallel to each other at predetermined intervals in the ground, and the underfloor back-up frame and the handrail outer back-up frame are swingably connected to the central mold steel, and the molds on both sides are The roadside portion of the underfloor back-up frame or the handrail outer back-up frame can be supported by steel so that the under-floor back 7 frame or the handrail outer back-up frame is horizontal.

(e) Function According to the Omnia version of the present invention, the handrail wall is integrally formed with the Omnia version main body and concrete, so if the Omnia version main body is supported, it is not necessary to specially support the handrail wall. Therefore, the need for shoring can be further reduced. Furthermore, since the production of the omni version can be carried out in parallel with the formation of the formwork for the building frame, the construction period can be shortened. Furthermore, since the Omnia version, on which the handrail wall has already been formed, is connected to the frame, there is no need to form the formwork for the handrail wall after the assembly of the Omnia version, and there is no need to disassemble the formwork after concrete pouring. The construction period can be reduced by 1/1.

In the omni version of the present invention, in particular, when applying finishing material to the outer surface of the handrail wall and the lower surface of the omni version main body, or one of these, it is possible to reliably attach the exterior material to the omni version. After the Omnia version is joined to the building frame, exterior work on the outer surface of the handrail wall and the lower surface of the Omnia version main body, or one of them, can be omitted, and external scaffolding for this purpose can be omitted.

Further, according to the method for manufacturing an omni version of the present invention, a formwork forming step, a reinforcing step, a first concrete placing step, and a second
For example, M! This can be done on the ground around the construction site. Therefore, there is no need for scaffolding work, and omnia plates can be manufactured easily and safely. In addition, since one of the floor bottom backup frame and the handrail outer backup frame is positioned horizontally, and concrete is poured for one side of the Omnia version main body and the handrail wall, the top surface of the Omnia version main body or the inside surface of the handrail wall is curved. Unless it is formed in
The mold structure can be simplified, and an omniform plate can be manufactured easily and within a short period of time.

Furthermore, the omnia version of the present invention is S! In the first concrete pouring process, one of the floor backup frame and the handrail outer backup frame is positioned horizontally, and concrete is poured into one formwork of the horizontal Omnia version body and the handrail wall. In the second concrete pouring process, the other of the underfloor backup frame and the handrail outer backup frame is positioned horizontally, and concrete is poured into the other formwork of the horizontal Omnia version body and the handrail wall. Because of this, concrete placement is easy and omnia plates can be manufactured even more easily. In particular, when pouring concrete after placing exterior materials such as tiling,
Concrete can be poured with the exterior material pouring surface facing downward, and the exterior material can be reliably fixed to the bottom surface of the Omnia plate body and/or the outside surface of the handrail wall, and it is also possible to use vibration mold clamping such as pipe rake. It can be sufficiently compacted using a compaction machine.

Furthermore, according to the omni version manufacturing tool of the present invention, the base frame, the floor underside backup frame and the handrail outer surface backup frame supported on the upper side of the base frame so as to be swingable about a common horizontal axis, and the floor underside Since it is equipped with an angle setting frame that sets the upright angle of the handrail outer surface backup frame to a predetermined angle with respect to the backup frame, a face plate is attached to the floor underside backup frame and the handrail external surface backup frame, and the handrail external surface is backed up against the floor underside backup frame. After swinging the frame to a predetermined angle, the handrail outer back-up frame is fixed to the floor underside back-up frame using the angle setting frame to complete the assembly of the plate that rests on the floor underside and the handrail outside. Formwork can be easily formed by simply fixing. In addition, when pouring concrete after forming the formwork and arranging reinforcement, the #r construction surface can be swung to a horizontal position. Pouring becomes easier.

(') EXAMPLES The present invention will be explained in detail based on Examples below, but the present invention is not limited thereto.

FIG. 1 is a sectional view of a balcony having a composite floor structure formed by the Omnia PC construction method according to an embodiment of the present invention.

This Omnia version 1 includes an Omnia version main body 2 that spreads horizontally in a rectangular shape and a handrail wall 3 that stands up vertically in front of the Omnia version main body 2. A launch portion 5 that constitutes the bottom surface of the drain groove 4 is formed in the drain groove 4 . These Omnia version main body 2, handrail wall 3, and launch part 5 are integrally formed of concrete, and the handrail J! !
A tile 6 is placed on the front surface of the handrail wall 3, and a handrail fitting 7 made of a metal pipe is planted on the upper surface of the handrail wall 3. Furthermore, a main reinforcement groove i8 is buried across the omnia plate main body 2 and the handrail wall 3. Omnia reinforcements 9 are connected to a portion of the main reinforcement structure 8 inside the omni version main body 2 at appropriate intervals in the front-rear direction. The upper part of this omniar reinforcement 9 is projected above the omnia version main body 2 and is connected to an upper reinforcement 11 extending from the frame 10 side. Then, on the top surface of this Omnia version main body 2, column concrete 12, beam and column concrete 13 of the frame 10,
At the same time as the slab concrete 14 is placed, the balcony top surface concrete 15 is placed.

The Omnia plate 1 is manufactured by the following specific manufacturing method.

FIG. 2 is a 70-diagram of the omni version GL usage method according to an embodiment of the present invention. As shown in the figure, Omnia version 1
Formwork forming process S1, tile placing process S2, reinforcing bar arrangement process S
3. Inner form forming step S4, first concrete placing step S5, second concrete placing step S6, curing step S7,
It consists of a mold release step S8 and a finishing step S9, and these steps are performed on an omnia plate manufacturing jig 20 shown in FIG.

FIG. 3 is a perspective view of an omnia plate manufacturing jig according to an embodiment of the present invention. This jig 20 consists of three H-shaped gQ21a, each of which is horizontally and partially buried in the ground G.
- It has a base frame 21 consisting of 21b and 21c.

*This jig 20 is a back-up frame for the underfloor surface which is connected to the upper surface of the ■-■ type $132 lb at the center of the base frame 21 through a mounting piece 22 via a pin 23 so as to be able to swing around the horizontal axis. 24, a handrail outer surface backup frame 25, and an angle setting frame 2G that connects these at right angles to each other.

The other two H-beams 21b and 21c of the base frame 21 are installed parallel to the central H-beam 21b, and are connected to the free edge (rear end edge) of the underfloor backup frame 24 or the handrail outer backup frame 25. The free edge g (upper edge) of the floor underside backup frame 24 or the handrail outer surface backup frame 2
The receiver is configured to stop at the horizontal position where 5 is horizontal.

The underfloor backup frame 24 and the handrail outer backup frame 25 may be made of wood, but here they are made of a metal frame made of angle (shaped steel) that is highly durable and can be used repeatedly.

As shown in FIG. 4, the form forming process S1 consists of a face plate fixing process S11, a smearing process S12, a handrail positioning frame fixing process S13, an angle setting process S14, and a stop form fixing process S15. .

In the face plate fixing step Sll, as shown in FIG. 5, face plates 27 and 28 are stretched on the upper surface of the underfloor backup frame 24 and the inner surface of the handrail outer backup frame 25, respectively, which are positioned in a horizontal position.

The face plates 27 and 28 can also be made of metal plates such as steel plates, but here, in order to increase the flexibility of the fixing position of the stopper frame 30, which will be described later, and to reduce costs, each face plate is made of plywood. It constitutes face plates 27 and 28.

After this, in the inking step S12, the handrail positioning frame 2
9. After marking the position of each stopper form 30, attach the handrail positioning frame 29 to the face plate 28 of the handrail outer backup frame 25.
A handrail positioning frame fixing step S13 is performed to fix the handrail positioning frame. After that, as shown in FIG.
An angle setting step S14 is performed in which the handrail outer surface back-up frame 25 is fixed to the seven-tube frame 24. Then, as shown in FIG. 7, the proximal edge and both left and right fi
A stop form fixing step S15 is performed in which the stop form frames 30 forming the upper edge and the left and right side edges of the handrail wall 3 are fixed across the double-sided plates.

The handrail positioning frame 29 and the stopper frame 30 are made of wood in order to increase the flexibility of their positioning, reduce costs, and allow for easy disassembly later.

After the formwork forming step S13 is completed, a tile placing step S2 is performed. In this embodiment, as shown in FIG. 8, the handrail! ! ! Although the unit tile 31 is placed only on the outer surface of the Omnia plate body 2, there is no hindrance to placing the unit tile 31 on the bottom surface of the Omnia plate main body 2 instead of or in addition to this. Although a tile sheet method using unit tiles 31 has been adopted, it is also possible to adopt a joint method, a formwork method exclusively for aluminum, a root method, etc. instead.

In the subsequent reinforcement process S3, the main reinforcement structure i
8 is placed, then omniar reinforcement 9 is placed, and finally hand m* soldier 7 is attached. As shown in Figure m9, the main reinforcement structure 8 is composed of L-shaped vertical reinforcements 8a extending from the omni version main body 2 to the handrail wall 3, and horizontal reinforcements 8b connecting these at appropriate intervals in the width direction of the balcony. . Further, the omniar muscle 9 is composed of triangular deltoid muscles 9a that stand up vertically at appropriate intervals in the width direction of the balcony, and transverse muscles 9b that connect the vertices of these to each other.

When this reinforcing step S3 is completed, the inner formwork forming step S4
will be paid. As shown in FIG. 10, in this inner formwork forming step S4, a stopper formwork 32 necessary for forming the launching portion 5 is fixed. Therefore, when the launching part 5 is omitted, this inner formwork forming and fixing S4 is naturally omitted. In addition, when forming the inner surface of the handrail wall 3 into a curved surface, in this inner surface form forming step S4, the inner surface plate corresponding to this curved surface is already fixed to the stopper form 30 or the face plate 2.
It needs to be fixed at 8.

In this embodiment, the inner surface of the handrail 523 is formed into a flat shape, so in the first concrete placing step S5, first, in order to prevent the unit tiles 31 from falling, a crane is used, for example, as shown in FIG. As shown in FIG. i'! ! 3 and the concrete of the launching section 5 is poured. Once this concrete has hardened to some extent, the next second concrete placing step S6 can be performed.

In the second concrete placing step S6, using a crane, for example, as shown in Fig.
) is poured.

After finishing the second concrete placing step S6, a curing step S7 for curing the concrete is performed, and after a further necessary curing period has elapsed, the Omnia version main body 2 and the handrail! !
! A demolding step S8 of removing the formwork from the concrete in Step 3 is performed. Then, as shown in FIG. 13, the mold release step S8
After finishing, Uni? ) A finishing step S9 is performed in which the tiles 31 are painted with wood and washed.

As shown in FIG.
It is lifted up from 0 and assembled to the frame 10 that has been shored as shown in Figure tjS1.

This support only needs to be configured so that it can support the omni version 1 from below at a predetermined height.
5 to support the Omnia plate 1 at a predetermined height.

As mentioned above, in this Omnia version 1, the handrail [3] is integrally formed with the Omnia version main body 2 and concrete, so if the Omnia version main body 2 is supported, the handrail wall 3 can be specially supported. There is no need to do so, so the need for shoring can be further reduced.

Moreover, the SI structure of Omnia version 1 can be processed in parallel with the reinforcement work and formwork work for the frame 10, so the construction period can be shortened. Furthermore, since the omnia version 1 on which the handrail wall 3 has already been formed is connected to the frame 10, the omnia version 1
The handrail will be assembled later! ! There is no need to form a formwork at t3, and there is no need to disassemble the formwork after concrete is poured, making it possible to further shorten the construction period. In addition, since the tiles 6 as a finishing material are driven into the outside surface of the handrail wall 3, the tiles 6 can be reliably attached to the omnia version 1, and the handrail wall can be attached after the omnia version 1 is joined to the frame 10. It is possible to omit the exterior work on the outside surface in step 3, and it is convenient to omit the external scaffolding for this purpose.

Further, according to this method for manufacturing an omni version, the omni version 1 is manufactured on the jig 20 installed on the ground, so there is no scaffolding work, and the omni version 1 can be manufactured easily and safely. In addition, since one of the floor bottom surface backup frame 24 and handrail outer surface backup frame 25 is positioned horizontally and concrete is poured for the Omnia version main body 2 or the handrail 5!3, the upper surface of the Omnia version main body 2 or the handrail wall 3 is placed horizontally. Unless the inner surface is formed into a curved surface, there is no need to provide a weir on the upper surface of the omniform main body 2 or the inner surface of the handrail wall 3. Therefore, the formwork structure can be simplified, and the layers can be easily formed. Moreover, the omni version 1 can be manufactured within a short period of time. Furthermore, in this Omnia version manufacturing method, the underfloor backup frame 2 is installed in the first concrete placing step S5.
4 is positioned horizontally and the concrete for the Omnia version main body 2 is poured, and in the second concrete pouring step S6, the handrail outer backup frame 25 is placed horizontally and the concrete for the handrail wall is poured. It is easy, and the omni version 1 can be manufactured even more easily. In addition, after placing the unit tile 31,
1. Since the concrete for the handrail wall 3 is poured with the pouring surface facing downward, the unit tiles 31 can be firmly fixed to the outer surface of the handrail wall 3, and a vibrating compaction machine such as a vibrator can be used. It can be used to sufficiently compact the concrete of the handrail wall 3.

Further, according to the omnia plate manufacturing jig 20, the base frame 21, the underfloor backup frame 24 and the handrail are supported on the upper side of the base frame 21 by a common bin 23 so as to be swingable around the horizontal axis. External pare back up frame 25 and handrail exterior backup frame 25 for floor underside backup frame 24
Since it is provided with an angle setting frame 26 that sets the rising angle of frame 25
After swinging to a predetermined angle, the handrail outer backup frame 25 is fixed to the floor underside backup frame 24 using the angle setting frame 26, thereby completing the assembly of the weir plate between the floor underside and the handrail outside surface. A formwork can be easily formed by simply fixing the formwork 30. Further, when pouring concrete after forming the formwork and arranging reinforcement, the formwork can be easily swung around the pins 23, making it extremely easy to change the concrete placement surface.

In the above embodiment, both the inner and outer surfaces of the handrail wall 3 of the omni version 1 are formed flat, but the handrail wall 3
The inner and outer surfaces of can be formed into various curved or uneven surfaces6. For example, as shown in FIG.
As shown in b), the outer surface of the handrail wall 3 may be formed into a curved surface that is convex toward the front of the omni version main body 2, or the outer surface of the handrail wall 3 may be formed into an omniar shape as shown in the same figure (c) or the same figure (d). It may be formed into a curved surface that is convex to the rear of the plate body 2, or it may be formed into a wavy curved surface where a convex curve toward the front and a convex curve toward the rear are continuous, as shown in the same figure (e) or (f). It is possible to do so.

In addition, the inner surface of the handrail wall 3 is shown in the same figure (a), (c) or (e
) as shown in the figure (b) and (d).
Alternatively, as shown in (f), the handrail may be formed into a curved surface that follows the curved surface of the outer surface. ! 3 is formed into a curved surface, in the formwork forming step S1 or in the reinforcing step S3.
After that, the handrail inner plate is placed at a predetermined interval opposite the face plate 28 of the handrail outer back-up frame 25, and the under-floor back-up frame 2 is placed in the first concrete placing step S5.
4 is positioned horizontally, concrete is poured for the omni version main body 2, and in a second concrete pouring step S6, concrete is poured for the handrail wall 3 while the floor underside backup frame 24 is positioned horizontally. However, after the formwork forming process S1 and before the reinforcement process S3, the handrail outer surface backup frame 25
When performing the exterior material placing step S2 of placing the tiles 6 of the handrail wall 3 on the face plate 27 of Use must be avoided.

Furthermore, in the present invention, it is also possible to form the handrail wall 3 in the shape of a protruding corner, as shown in FIG. In this case, a jig is used that is provided with two handrail outer surface backup frames 25 that swing in directions 90° different from each other.

(g) Effects of the invention As described above, according to the Omnia version according to the present invention, the handrail wall is integrally formed with the Omnia version main body and concrete. There is no need to shoring the walls, further reducing the need for shoring. *T-Omnia version! Since the lI structure can be processed in parallel with the formation of the formwork for the frame, the construction period can be shortened.In addition, since the Omnia version, on which the handrail wall has already been formed, is connected to the frame, assembly of the Omnia version can be done quickly. There is no need to form the formwork for the handrail wall afterwards (and there is no need to disassemble the formwork after concrete is poured), further shortening the construction period.

Furthermore, in the Omnia version of the present invention, especially when applying finishing material to the outer surface of the handrail wall and the lower surface of the Omnia version main body, or one of these, it is difficult to reliably attach the exterior material to the Omnia version. In addition, it is possible to omit exterior work on the outside surface of the handrail wall and the bottom surface of the Omnia version main body, or one of these, after the Omnia version is connected to the building frame, and the external scaffolding for this can be omitted. .

Further, according to the method for manufacturing an omni version of the present invention, a formwork forming step, a reinforcing step, a first concrete placing step, and a second
The entire concrete pouring process can be carried out on the ground, for example, around the building frame at the construction site, eliminating the need for scaffolding work.
Omnia version can be manufactured easily and safely. In addition, since one of the floor bottom backup frame and the handrail outer backup frame is positioned horizontally, and concrete is poured for one side of the Omnia version main body and the handrail wall, the top surface of the Omnia version main body or the inside surface of the handrail wall is curved. There is no need to provide a shedding plate on the top surface of the Omnia plate body or on the inside surface of the handrail wall, except when forming the formwork. Omnia version
You can make one. Furthermore, in the method for manufacturing an omni version of the present invention, in particular, in the first concrete placing step, one of the floor underside backup frame and the handrail outer surface backup frame is positioned horizontally, and one of the omni version main body and the handrail wall is concreted. In the second concrete pouring process, when placing the other concrete layer of the Omnia version main body and handrail wall with the other of the floor bottom backup frame and handrail outer backup frame horizontal, it is necessary to The formwork or hand of the Omnia version body placed in the m! ! ! Since the concrete is poured into the formwork, it is easy to pour the concrete, and the Omnia version 91 can be built even more easily. First, when pouring concrete after placing exterior materials such as tiling, place the concrete with the exterior material pouring side facing down, so that the exterior materials are
In fact, it can be fixed to the lower surface of the Omnia plate main body and/or the outer surface of the handrail wall, and can be sufficiently compacted using a vibrating compaction rock such as a vibrator.

Furthermore, according to the omni version manufacturing tool of the present invention, the base frame, the floor underside backup frame and the handrail outer surface backup frame supported on the upper side of the base frame so as to be swingable about a common horizontal axis, and the floor underside Since it is equipped with an angle setting frame that sets the upright angle of the handrail outer surface backup frame to a predetermined angle with respect to the backup frame, a face plate is attached to the floor underside backup frame and the handrail external surface backup frame, and the handrail external surface is backed up against the floor underside backup frame. The frame can be easily swung through a predetermined angle. In addition, after swinging the handrail outer back-up frame to a predetermined angle with respect to the floor underside back-up frame, the angle setting frame can be used to back up the handrail outer back-up frame and fix the handrail outer back-up frame, thereby creating a barrier between the underfloor surface and the handrail outer surface. Once the board assembly is completed, the formwork can be easily formed by simply fixing the stopper formwork to it. Also,
After formwork formation and reinforcement, when placing concrete, the direction of the formwork can be easily changed according to the concrete placement stage, and the pouring surface can be swung to a horizontal position. By providing this, the formwork structure can be simplified and concrete can be poured easily.

[Brief explanation of drawings]

FIG. 1 is a sectional view of a balcony having a synthetic floor NII structure formed by the Omnia PC construction method according to an embodiment of the present invention, and FIG.
Fig. 70 and FA3 of the manufacturing method are perspective views of a jig for manufacturing an omnia plate according to an embodiment of the present invention, and Fig. 4 is a mold forming step of a method for manufacturing an omnia plate according to an embodiment of the present invention. 70 of
- Figure 5 is a perspective view showing the steps of fixing the face plate or handrail positioning frame during the form forming process, Figure 6 is a perspective view showing the steps of the angle setting process, and Figure vJ7 is the stopper form. Figure 19 is a perspective view showing the outline of the fixing process; JLA is a perspective view showing the outline of the tile placement process; Figure 19 is a perspective view showing the outline of the reinforcing process; Figure 110 is a perspective view showing the outline of the inner formwork forming process. , Fig. 11 is a perspective view showing the outline of the tjS1 concrete placing process, Fig. 12 is a perspective view showing the outline of the second concrete placing process, Fig. 13 is a perspective view of the Omnia plate after the mold release process is completed, FIG. 14 is a side view showing how to lift the omnia plate, and FIGS. 15(a) to 15(g) are schematic perspective views of omnia plates according to different embodiments of the present invention. 1... Omnia version, 2... Omnia version main body, 3...
・Handrail wall, 6...Tile, 7...Handrail fittings, 8...
・Main bar structure, 9... Omnia bar, 20... Jig, 2
1...Base frame, 21 at21 b=21 c...
・H-shaped steel, 24 ... Floor bottom surface/(7 cup frame, 25
... Handrail outer surface backup frame, 26 ... Angle setting frame, 27.28 ... Face plate, 30 ... Stopping formwork, 31.
...Unit tile. Fig. 1 Fig. 2 11... Upper body 12... Outgoing concrete 13... Beam and column concrete 14... Slab concrete 15... Veranda top surface concrete

Claims (12)

[Claims] (1) The Omnia version main body integrally formed with concrete, the handrail wall raised at a predetermined angle from the tip of this, the main reinforcing structure buried from the Omnia version main body to the handrail wall, and the main reinforcement structure inside the Omnia version main body An Omnia plate that is connected to the Omnia plate and has an Omnia muscle that protrudes from the upper side of the Omnia plate main body. (2) The Omnia plate according to claim 1, wherein a finishing material is applied to the outside of the handrail wall and/or the lower surface of the Omnia plate main body. (3) The omni version according to claim 1 or 2, wherein the outer surface of the handrail wall is flat. (4) Claim 1 in which the outer surface of the handrail wall is a curved surface that is convex to the front of the omni version main body, a curved surface that is concave to the rear, or a wavy curved surface that is convex to the front and concave to the rear. , 2 or 3. (5) Place a face plate on the upper surface of the underfloor backup frame and the inner side of the handrail outer backup frame, and connect the front end of the underfloor backup frame and the lower end of the handrail outer backup frame to each other with a predetermined included angle between them. A stop that is fixed to connect the face plate of the floor underside backup frame and the face plate of the handrail outer backup frame, and further forms the base edge and left and right side edges of the omni version main body, as well as the upper edge and left and right side edges of the handrail wall. A formwork forming process in which the formwork is fixed across the double-sided plates; After the formwork forming process, the main reinforcement structure to be buried in concrete from the omni version main body to the handrail wall, and the omnia reinforcement structure connected to the main reinforcement structure are reinforced. After the reinforcing reinforcement process, the first concrete placing process involves placing one of the floor underside backup frame and the handrail outer backup frame horizontally, and pouring concrete for one side of the Omnia version main body and the handrail wall. , and after the concrete poured in the first concrete pouring step has hardened to a certain level, the other of the floor bottom backup frame and the handrail outer backup frame is leveled, and the other concrete of the Omnia version main body and the handrail wall is poured. A method for manufacturing an omni version, comprising: a second concrete pouring step. (6) The formwork forming process includes a faceplate fixing process in which faceplates are attached to the upper surface of the floor underside backup frame and the inner side of the handrail outer backup frame, respectively, and after this, the position where the stop formwork is fixed is smeared on the faceplate. 6. The method of manufacturing an omnia plate according to claim 5, comprising a step of making a mark and a fixing step of fixing the stopper form to the face plate according to the mark. (7) Manufacturing the omni version according to claim 5 or 6, wherein after the form forming step and before the reinforcing step, an exterior material laying step is carried out in which the exterior material of the handrail wall is laid on the face plate of the handrail outer surface backup frame. Method. (8) After the second concrete casting step, the face plate fixed to the handrail outer back-up frame and the handrail outer back-up frame are disassembled from the handrail wall, and then the handrail wall outer surface finishing step is performed. Production method. (9) The method for manufacturing an omni version according to any one of claims 5 to 8, wherein the handrail fittings to be embedded in the upper edge of the handrail wall are arranged at a predetermined position before the first concrete placing step. . (10) In the formwork forming process or after the reinforcement process,
Before the first concrete pouring process, the handrail inner plate is placed at a predetermined interval opposite the face plate of the handrail outer backup frame, and the underfloor backup frame is positioned horizontally in the first concrete pouring process. 10. The Omnia according to any one of claims 5 to 9, wherein concrete is poured for the Omnia version main body, and concrete is poured for the handrail wall with the underfloor backup frame positioned horizontally in the second concrete pouring step. How to make the plate. (11) Determine the finishing angle of the base frame, the underfloor backup frame and the handrail outer backup frame that are swingably supported on the upper side of the base frame around a common horizontal axis, and the handrail outer backup frame relative to the underfloor backup frame. An omni version manufacturing jig characterized by comprising an angle setting frame for setting a predetermined angle. (12) The omni version manufacturing jig according to claim 11, wherein the base frame is composed of three steel shapes buried in parallel at predetermined intervals on the ground.