JP4379703B2 - Synthetic floor slab and method for constructing synthetic floor slab - Google Patents

Description

  The present invention relates to a synthetic floor slab and a method for constructing a synthetic floor slab.

  Conventionally, high-rise apartment buildings have been required to minimize the seismic elements such as pillars and beams in the dwelling units as much as possible in order to improve their merchantability. In many cases, the common zone is provided by arranging the core, and the living room zone is arranged facing the outer peripheral portion of the structure so as to surround the common zone. In order to receive the floor slab, it is necessary to provide a beam that connects the core and the outer periphery in the living room zone. However, in order to improve the comfort and free plan, The living room zone is required to have a large slab with as few beams as possible.

In general, as shown in Patent Document 1, a floor slab is a so-called unidirectional plate type precast composite slab in which a prestressed slab with a width of about 1 m is bridged in one direction and topping concrete is placed on the floor. Often used. However, when installing such a precast composite floor slab in the corner part, a large beam is required. Especially, a precast composite floor slab of a one-way type is heavy, and even if prestress is introduced, it is as large as about 900 mm. A beam will be required, and there will be restrictions on the unit plan in the living room zone.
Japanese Patent Laid-Open No. 10-110498 (see FIG. 1)

  Therefore, if the floor slab at the corner portion is a so-called two-way plate type in which prestress is introduced in two directions orthogonal to each other, the load is distributed in two directions, so that the beam of the slab support can be made smaller. However, in order to change the precast composite floor slab into a two-way version, it is difficult to realize the two-way version because the size of the plate is large. It is desirable to introduce prestress by post-tension method at the site.

However, as described above, if the two-way type floor slab is made into a slab on the spot, it will be difficult to make a void slab and the load will increase, and it will be troublesome to install PC steel wire and introduce tension to introduce prestress It tends to cause cost increase.
In addition, a precast slab for a corner portion in which a precast plate is formed in a fan shape has been developed. However, since the load is concentrated on one point, there is a problem that a large capital receiver is required in that portion.

  In view of the above circumstances, the present invention is a composite floor slab and a composite floor slab in which prestress is introduced in two orthogonal directions, which is economical even if it is large and can reduce the beam formation of the receiving beam. It aims to provide a construction method.

  The composite floor slab according to claim 1 includes a plate-like precast module main body provided with a plurality of strip-like convex portions extending in one direction on the surface so as to be parallel with a predetermined separation interval, and the belt-like convex portion. And a first PC steel wire that extends into each of the precast module main body at a position coaxial with the vertical downward direction and introduces prestressing prestressing, and the belt-like convex portions are parallel to each other. A half precast slab arranged next to each other, a second PC steel wire arranged perpendicularly to the first PC steel wire on the half precast slab, and the surface of the half precast slab Protrusions comprising cast-in-place concrete and including a sheath tube extending in a direction perpendicular to the belt-like convex portion on the surface of the precast module A plurality of parallel projections in a perpendicular direction with a predetermined spacing, and the second PC steel wire is inserted into the plurality of sheath tubes continuous in a direction perpendicular to the belt-like projections, and is a post tension type It is characterized by introducing pre-stress by.

  The composite floor slab according to claim 2, wherein the precast module has an orthogonal groove formed by cutting out the belt-like convex portion in a direction orthogonal to the orthogonal convex portion including the sheath tube. And the second PC steel wire is disposed in the plurality of orthogonal grooves continuous in the direction orthogonal to the belt-like convex portion, and embedded in the cast-in-place concrete to perform prestress by a post tension method. It is characterized by introducing.

  The composite floor slab according to claim 3 is characterized in that a hard foam material is disposed in a region sandwiched between the adjacent band-shaped convex portions on the surface of the half precast floor slab.

  The method for constructing a composite floor slab according to claim 4 is the method for constructing a composite floor slab according to claim 1, wherein a belt-like convex portion and an orthogonal convex portion that is orthogonal to this and includes a sheath tube are formed on the surface. A plurality of precast modules having the strip-shaped convex portions placed next to each other so as to be parallel to each other and configured to form a half precast floor slab; A second step of inserting a pre-stress by tensioning the sheath tube continuous in a direction orthogonal to the part, and a third step of placing in-situ concrete on the surface of the half precast slab It is characterized by comprising the steps of

  The method for constructing a composite floor slab according to claim 5 is the method for constructing a composite floor slab according to claim 2, wherein a plurality of precast modules having strip-shaped convex portions and orthogonal grooves perpendicular to the belt-shaped convex portions on the surface are provided. A first step of constructing a half precast floor slab by bridging the beams constituting the structure adjacent to each other so that the belt-like convex portions are parallel, and a direction in which the second PC steel wire is orthogonal to the belt-like convex portions A second step of placing the cast-in-place concrete on the surface of the half precast slab so as to be embedded in a series of orthogonal grooves that are continuous with each other; It is characterized by comprising a third step of introducing pre-stress by tensioning 2 PC steel wires.

  According to the composite floor slab according to claim 1, a plurality of precast modules in which a first PC steel wire for introducing prestressing by a pretension method extends in one direction are arranged adjacent to each other. Since the second PC steel wire for introducing prestress by the post-tension method is arranged on the half precast slab so as to extend in the other direction orthogonal to the first PC steel wire, the number of precast modules Because the size of the composite floor slab can be adjusted freely by adjusting the size of the composite floor slab, prestressing is introduced in two directions that are economically orthogonal with a simple configuration even when a large composite floor slab is constructed. Can be built.

  A composite floor slab having a configuration in which prestress is introduced in two orthogonal directions can disperse loads acting on the composite floor slab in two orthogonal directions, so that two beams are formed orthogonally. It is suitable for application to the corner of the structure, and when this is constructed at the corner of the structure, the composite floor slab is compared with the case of applying the conventional floor slab with prestress introduced in one direction. Since it is possible to greatly reduce the beam length of the beams to be supported, even if it is planned to arrange the living room zone at the corner of the structure, the living room zone should be a space that can be planned with a high degree of freedom. It is possible to improve habitability.

Further, according to the composite floor slab of claim 1, the precast module is a convex belt-like convex portion extending in one direction containing the first PC steel wire on the surface of the plate-shaped precast module main body. In addition, both of the orthogonal direction convex portions extending in a direction orthogonal to this and including the sheath tube are provided, and the second PC steel wire is inserted into the sheath tube.
According to the composite floor slab of claim 2, the precast module is a convex belt-like convex portion extending in one direction containing the first PC steel wire on the surface of the plate-like precast module main body. In addition, both of the orthogonal direction grooves extending in a direction orthogonal to this are provided, and the second PC steel wire is disposed in the orthogonal direction groove.

  As a result, even if the composite floor slab has a configuration in which prestress is introduced in two directions, the plate-shaped precast module main body needs to consider the accommodation of both the first PC steel wire and the second PC steel wire. Therefore, the thickness of the member can be reduced, so that the weight of the entire composite slab can be further suppressed.

  According to the synthetic floor slab of claim 3, since the hard foam material is disposed in the region sandwiched between the belt-like convex portions on the surface of the half precast floor slab, the surface of the half pre-cast floor slab is provided by having the belt-like convex portions. Since the uneven surface formed on the flat surface can be formed into a flat surface, the amount of cast-in-place concrete can be significantly reduced, the overall weight of the composite slab can be further reduced, and the material cost for concrete can be greatly reduced. Therefore, it is possible to impart sound insulation performance to the composite floor slab.

  According to the method for constructing a composite slab according to claim 4 and 5, after constructing a half precast slab by transporting the precast module introduced with unidirectional prestress to the site and arranging it side by side. Then, a pre-stress is introduced in the other direction orthogonal to one direction by the post-tension method to construct a composite floor slab in which pre-stress is introduced in two orthogonal directions.

As a result, it is only necessary to carry the precast module in a state where the half precast slab is dismantled to the site, so that it is easy to transport and can save labor, so the cost for transportation can be greatly reduced, A large composite floor slab having a required size can be freely constructed without being restricted by the transport conditions.
Moreover, since prestress can be easily introduced in two directions perpendicular to the composite floor slab by a simple method, it is economical even for a corner portion of a structure in which a beam is located in a direction orthogonal to each other. It is possible to construct a large composite floor slab in which prestress is introduced in two directions orthogonal to each other efficiently and efficiently.

  The synthetic floor slab and the construction method of the synthetic floor slab of the present invention are shown in FIGS. The present invention forms a half precast floor slab by connecting a plurality of precast modules in which prestress is introduced in one direction to form a half precast floor slab, and then prestresses in the other direction perpendicular to the one direction with respect to the half precast floor slab. By arranging a PC steel wire that introduces slabs, a composite floor slab in which prestressing is introduced in two orthogonal directions that are freely adjustable in size is constructed.

(First embodiment)
As shown in FIG. 1A, a half precast floor slab 4 constituting a composite floor slab 3 is installed at a corner portion of the structure 1 by placing on-site cast concrete 6 on the surface. The half precast slab 4 is configured by arranging a plurality of precast modules 7 into which prestress is introduced in one direction, in parallel and adjacent to each other.

  As shown in FIG. 2A, the precast module 7 includes a plate-like precast module main body 8 and a first PC steel wire 10, and the surface of the precast module main body 8 extends in one direction x. The existing belt-shaped convex part 9 is formed. A plurality of the belt-like convex portions 9 are provided on the surface of the precast module main body 8 so as to be parallel to each other with a predetermined separation interval, and inwardly, prestress is introduced in one direction x with respect to the precast module 7. The first PC steel wire 10 to be extended extends in the same direction as the extending direction of the belt-like convex portion 9.

  As shown in FIG. 2 (b), the first PC steel wire 10 has the belt-like projections extending in the same direction in the precast module main body 8 in addition to the inside of the belt-like projections 9. It is arrange | positioned in the position which becomes coaxial with the part 9 in the perpendicular downward direction.

The first PC steel wire 10 included in both the belt-like convex portion 9 and the precast module main body 8 and the belt-like convex portion 9 imparts prestress to the precast module 7 by a pretension method. That is, when the precast module 7 is manufactured, the precast module main body 8 and the belt-like convex portion 9 are configured so that the first PC steel wire 10 that is pre-tensioned in the mold is arranged in one direction and then embedded. The precast module 7 is configured by casting concrete to be introduced, and prestress is introduced in one direction x.
As shown in FIG. 2B, the precast module main body 8 includes not only the first PC steel wire 10 but also a plurality of lower end bars 16 with a predetermined spacing, and the first PC steel wire 10 It is disposed orthogonally to both the one direction x that is the same as the extending direction and the other direction y that is orthogonal thereto.

  As shown in FIG. 2A, a convex orthogonal convex portion 11 is formed on the surface of the precast module main body 8 in addition to the belt-shaped convex portion 9. The orthogonal direction convex portion 11 is formed so as to extend in the other direction y orthogonal to the one direction x in which the belt-like convex portion 9 extends, and a plurality of the parallel direction convex portions 11 are parallel to each other with a predetermined separation interval. A plurality of sheath tubes 12 extending in the same direction as the extending direction of the orthogonal convex portion 11 are embedded in the interior thereof with a predetermined spacing.

As shown in FIG. 3, the precast module main body 8 formed on the surface with the belt-like convex portion 9 and the orthogonal direction convex portion 11, and the precast module 7 including the first PC steel wire 10 and the sheath tube 12, The half precast floor slab 4 is formed by arranging a plurality of adjacent ones so that the belt-like convex portions 9 are parallel to each other.
With such a configuration, the half precast slab 4 has the first PC steel wire 10 extending in one direction x, and the sheath tube 12 provided in each of the precast modules 7 in the other direction y orthogonal thereto. The sheath tube 12 having a series extending in a series is formed in a plurality of rows in parallel with a predetermined spacing.

In the half precast slab 4 described above, the second PC steel wire 5 is inserted through a series of sheath tubes 12 extending in the other direction y, and the prestress is applied by the post tension method via the second PC steel wire 5. Is introduced, prestress is introduced in two directions orthogonal to one direction x in which the first PC steel wire 10 is disposed.
The second PC steel wire 5 in which pre-stress is introduced into the half precast floor slab 4 by the post-tension method, is in a state of tension in the sheath tube 12 as shown in FIG. It is filled with grout 13 and buried.

  As shown in FIGS. 2B and 2C, the half precast floor slab 4 in which prestress is introduced in two orthogonal directions has an upper end stripe 15 on the surface thereof in one direction x with a predetermined separation interval. The composite floor slab 3 is configured by placing the cast-in-place concrete 6 so as to embed these in the other direction y perpendicular to the direction.

  The composite floor slab 3 having the above-described configuration can freely adjust the size of the composite floor slab 3 by adjusting the number of precast modules 7 constituting the half precast floor slab 4. Since prestress is introduced in the other direction y with respect to the precast floor slab 4, the prestress can be introduced in two directions orthogonal to each other with a simple configuration even if the composite floor slab 3 is configured in any size. It is.

  Further, since prestress is introduced in two orthogonal directions, the load acting on the composite floor slab 3 is distributed in two orthogonal directions, so that the beams 2 are arranged orthogonally. The beam 2 that receives the composite floor slab 3 is suitable for use in the corner portion of the object 1, as compared with the case where the composite floor slab 3 in which prestress is introduced in one direction is applied. The composition can be made small.

Accordingly, as shown in FIG. 1 (a), two beams 2 that are arranged orthogonally to form a corner portion of the structure 1 have the composite floor slab 3 in which prestress is introduced in two orthogonal directions. By installing, the cross-sectional shape can be formed into a flat shape as shown in FIG. 1 (b), and even when a living room zone is set in the corner portion of the structure 1, a beam shape is formed in the living room space. It can be set as the structure which does not produce the influence of.
As shown in FIG. 1B, the beam 2 has a third PC extending in the extending direction so as to suppress the deflection of the beam 2 and form a column-free space in the living room space even with a long span. Prestress is introduced through the steel wire 17.

  Hereinafter, the construction method of the composite floor slab 3 will be described with reference to FIGS. 4 and 2 (b) (c), taking as an example the case where the composite floor slab 3 having the above-described configuration is installed at the corner portion of the structure 1. It will be described in detail.

Note that the precast module 7 in which the prestress is introduced in the one direction x described above is manufactured in advance in a factory or the like and is carried to the site.
Further, two beams 2 orthogonal to each other in the vicinity of the corner of the structure 1 are formed so that the cross-sectional shape is flat, and prestress is introduced in the extending direction so as to apply an upward force. The corner part is formed. However, the beam 2 is not necessarily sticking to this. For example, in the third step described later, when the in-situ concrete 6 is placed on the surface of the half precast slab 4, the concrete is simultaneously placed. It is also possible to construct it on site.

  In this embodiment, the prestress is introduced into the beam 2 by the post tension method using the third PC steel wire 17 as shown in FIG. The method is not necessarily sticking to this. The size of the flat beam 2 is appropriately designed in consideration of the load acting on the composite floor slab 3.

(First step)
As shown in FIG. 4 (a), the plurality of precast modules 7 in which prestress is introduced in one direction x by the first PC steel wire 10 are arranged side by side so that the belt-like convex portions 9 are parallel to each other. A half precast floor slab 4 is constructed across the corner of the structure 1.
At this time, the precast module 7 is disposed so that the belt-like convex portion 9 is parallel to any one of the beams 2 orthogonal to each other.

(Second step)
As shown in FIG. 4B, a second PC steel wire 5 is inserted into a series of the sheath pipes 12 included in the half precast slab 4 and extending in the other direction y orthogonal to the one direction x. Then, prestress is introduced in the other direction y of the half precast floor slab 4.
At this time, the second PC steel wire 5 introduces prestress to the half precast floor slab 4 by a post-tension method, and the second PC steel wire 5 is inserted into the series of sheath tubes 12. After that, both ends are temporarily fixed through a fixing jig (not shown) in a tensioned state, and as shown in FIG. 2 (c), the inside of the sheath tube 12 is filled with a grout 13, and the second PC steel. The line 5 is fixed.

(Third step)
As shown in FIG. 4 (c), a cast-in-place concrete 6 is placed on the surface of the half precast floor slab 4 to construct a composite floor slab 3.
At this time, on the surface of the half precast floor slab 4, the hard foam material 18 is disposed in a region sandwiched between the belt-like convex portions 9, and the upper end stripes 15 are arranged as shown in FIGS. 2 (b) and 2 (c). Arrange it. The hard foam material 18 is used for the purpose of reducing the weight of the constructed synthetic slab 3 and providing sound insulation performance, and is not necessarily used.

In the first embodiment, when applying prestress in two directions to the composite floor slab 3, a precast module having a configuration capable of introducing prestress by a post-tension method using the sheath tube 12 in the other direction y. The synthetic floor slab 3 and its construction method are shown by taking 7 and the half precast floor slab 4 as an example, but this is not necessarily limited to this.
In the second embodiment, when applying prestress in two directions to the composite floor slab 3, prestress is introduced in the post-tension method in the other direction y by a configuration and method different from those of the first embodiment. The precast module 7 and the half precast floor slab 4 that can be produced are shown, and the synthetic floor slab 3 using the precast module 7 and the construction method thereof will be described in detail.

(Second Embodiment)
As shown in FIG. 5A, a half precast floor slab 4 constituting the composite floor slab 3 is installed at the corner portion of the structure 1 by placing the cast-in-place concrete 6 on the surface. The half precast slab 4 is the same as in the first embodiment, and is configured by arranging a plurality of precast modules 7 introduced with prestress in one direction next to each other in parallel. Comprises the precast module main body 8 and the first PC steel wire 10.

By the way, on the surface of the precast module main body 8 constituting the precast module 7, as shown in FIG. 6 (a), in addition to the belt-like convex portion 9 extending in one direction x, An orthogonal groove 14 extending in the direction y is formed.
The orthogonal grooves 14 are formed by cutting out the belt-like convex portions 9 in the orthogonal direction, and a plurality of orthogonal grooves 14 are provided so as to be parallel with a predetermined spacing.

The precast module main body 8 having the belt-like convex portions 9 and the orthogonal grooves 14 formed on these surfaces and the precast module 7 including the first PC steel wire 10 are the same as those in the first embodiment, as shown in FIG. In addition, the half precast floor slab 4 is formed by arranging a plurality of adjacent ones so that the belt-like convex portions 9 are parallel to each other,
With such a configuration, the half precast slab 4 has the first PC steel wire 10 extending in one direction x, and the orthogonal grooves 14 are continuously formed in the other direction y orthogonal thereto. The orthogonal grooves 14 formed in a series are formed in a plurality of rows in parallel with a predetermined spacing interval.

As shown in FIG. 6B, the half precast floor slab 4 described above has the second PC steel wire 5 arranged in a series of orthogonal grooves 14 extending in the other direction y, and FIG. 6C. As shown in FIG. 3, after the cast-in-place concrete is placed so as to be buried, prestress is introduced by the post-tension method through the second PC steel wire 5. Thereby, the composite floor slab 3 has a configuration in which prestress is introduced in two directions orthogonal to the one direction x in which the first PC steel wire 10 is disposed.
The composite floor slab 3 is the same as that of the first embodiment. As shown in FIGS. 6 (b) and 6 (c), the upper streak 16 is formed on the surface of the half precast floor slab 4 in one direction x. Are arranged in both directions of the other direction y orthogonal to the direction.

  Hereinafter, the construction method of the composite floor slab 3 will be described with reference to FIGS. 8, 6B, and 6C, taking as an example the case where the composite floor slab 3 having the above-described configuration is installed at the corner portion of the structure 1. It will be described in detail.

As in the first embodiment, the precast module 7 in which prestress is introduced in one direction x is manufactured in advance at a factory or the like and is carried to the site.
Further, the step of forming two corners 2 of the structure 1 by introducing prestress into two flat beams 2 in the vicinity of the corner of the structure 1 in a flat and extending direction, and the first step, Since it is the same as that of 1st Embodiment, it abbreviate | omits and is explained in full detail from a 2nd process.

(Second step)
As shown in FIG. 8 (a), the surface of the half precast slab 4 constructed by arranging a plurality of precast modules 7 next to each other so that the belt-like convex portions 9 are parallel to each other and orthogonal to one direction x. After arranging the second PC steel wire 5 in the series of the orthogonal grooves 14 extending in the direction y, as shown in FIG. 8B, as shown in FIG. The cast-in-place concrete 6 is laid so as to be buried.

At this time, the second PC steel wire 5 is placed in a slacked state as shown in FIG. 6B in consideration of later tensioning, and both ends are exposed.
Further, on the surface of the half precast floor slab 4, a hard foam material 18 is disposed in a region sandwiched between the belt-like convex portions 9, and the upper end stripes 15 are disposed as shown in FIGS. 6 (b) and 6 (c). Keep it. The hard foam material 18 is used for the purpose of reducing the weight of the constructed synthetic slab 3 and providing sound insulation performance, and is not necessarily used.

(Third step)
After the cast-in-place concrete 6 cast on the surface of the half precast slab 4 is hardened, the second PC steel wire 5 is tensioned and both ends are fixed with a fixture (not shown) to introduce prestress. Then, the synthetic floor slab 3 is constructed.

  According to the above-described configuration, the composite floor slab 3 has a plurality of precast modules 7 in which the first PC steel wires 10 for introducing prestressing prestressing in one direction x are arranged adjacent to each other. Since the second PC steel wire 5 for introducing the prestress by the post-tension method is arranged on the half precast floor slab 4 so as to extend in the other direction y orthogonal to the first PC steel wire 10. Since the size of the composite floor slab 3 can be adjusted freely by adjusting the quantity of the precast modules 7, even when a large composite floor slab 3 is constructed, it can be pre-processed in two directions that are economically orthogonal with a simple configuration. It becomes possible to construct the composite floor slab 3 in which stress is introduced.

  The composite floor slab 3 having a configuration in which prestress is introduced in two orthogonal directions can disperse the load acting on the composite floor slab 3 in two orthogonal directions, so that the two beams 2 are orthogonal to each other. It is suitable for application to the corner portion of the structure 1 to be formed, and when this is constructed at the corner portion of the structure 1 formed by orthogonal beams 2, a conventional floor in which prestress is introduced in one direction Compared with the case where slab is applied, the beam formation of the beam 2 supporting the composite floor slab 3 can be greatly reduced, so there is a plan to place a living room zone at the corner of the structure 1. However, it is possible to make the living room zone a space with a high degree of freedom for planning and to improve the comfortability.

Furthermore, in the first embodiment, the precast module 7 is formed on the surface of the plate-shaped precast module main body 8 with a convex belt-like convex portion 9 extending in one direction containing the first PC steel wire 10. The second PC steel wire 5 is inserted into the sheath tube 12 with both of the orthogonal convex portions 11 extending in a direction orthogonal to the sheath tube 12 and including the sheath tube 12.
Further, in the second embodiment, the precast module 7 is formed on the surface of the plate-shaped precast module main body 8 on the surface of the plate-like precast module main body 8 and includes a convex belt-like convex portion 9 extending in one direction containing the first PC steel wire 10. Both of the orthogonal direction grooves 14 extending in the direction orthogonal to this are provided, and the second PC steel wire 5 is disposed in the orthogonal direction groove 14.

  Thereby, even if the composite floor slab 3 is configured so that prestress is introduced in two directions, the plate-like precast module body 8 can be used for both the first PC steel wire 10 and the second PC steel wire 5. Since it is not necessary to consider the storage, the thickness of the member can be reduced, so that the total weight of the composite floor slab 3 can be further suppressed.

  Furthermore, if it is set as the structure which arrange | positions the hard foam 18 in the area | region pinched by the strip | belt-shaped convex part 9 on the surface of the half precast floor slab 4, it will form in the surface of the half precast floor slab 4 by having this strip | belt-shaped convex part 9. Since the uneven surface that has been formed can be formed into a flat surface, the amount of cast-in-place concrete 6 can be greatly reduced, the overall weight of the composite floor slab 3 can be further reduced, and the material cost for the concrete can be greatly reduced. Therefore, it is possible to impart sound insulation performance to the composite floor slab 3.

  In addition, the synthetic floor slab 3 is constructed by transporting the precast module 7 introduced with pre-stress in one direction to the site and arranging it adjacent to each other, and then constructing the half precast floor slab 4 after the post-tension method. Thus, the prestress is introduced in the other direction y orthogonal to the one direction x, and the composite floor slab 3 in which prestress is introduced in the two orthogonal directions is constructed.

Thereby, since the precast module 7 in a state in which the half precast floor slab 4 is disassembled may be carried into the site, it is possible to easily carry and omit the labor, so that the cost for transportation can be greatly reduced. At the same time, it is possible to freely construct a large composite floor slab 3 having a required size without being restricted by transport conditions and the like.
Moreover, since prestress can be easily introduced in two directions orthogonal to the composite floor slab 3 by a simple method, the corner portion of the structure 1 in which the beam 2 is positioned in the orthogonal direction is used. However, it is possible to construct a large composite floor slab 3 in which prestress is introduced in two directions orthogonal to each other economically and efficiently.

It is a figure which shows the arrangement | positioning condition of the half precast slab which comprises the synthetic floor slab shown in 1st Embodiment which concerns on this invention. It is a figure which shows the detail of the half precast module shown in 1st Embodiment which concerns on this invention. It is a figure which shows the detail of the half precast floor slab shown in 1st Embodiment which concerns on this invention. It is a figure which shows the construction method of the synthetic floor slab shown in 1st Embodiment based on this invention. It is a figure which shows the arrangement | positioning condition of the half precast slab which comprises the synthetic floor slab shown in 2nd Embodiment which concerns on this invention. It is a figure which shows the detail of the half precast module shown in 2nd Embodiment which concerns on this invention. It is a figure which shows the detail of the half precast floor slab shown in 2nd Embodiment which concerns on this invention. It is a figure which shows the construction method of the synthetic floor slab shown in 2nd Embodiment which concerns on this invention.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Structure 2 Beam 3 Composite floor slab 4 Half precast floor slab 5 2nd PC steel wire 6 Cast-in-place concrete 7 Precast module 8 Precast module main body 9 Band-shaped convex part 10 1st PC steel wire 11 Orthogonal row direction convex part 12 Sheath tube 13 Grout 14 Orthogonal groove 15 Upper bar 16 Lower bar 17 Third PC steel wire 18 Hard foam

Claims (5)

A plate-like precast module main body provided with a plurality of strip-like convex portions extending in one direction on the surface so as to be parallel with a predetermined separation interval, and in addition to the inside of the belt-like convex portion, the position at the same position vertically below this A half precast floor slab in which precast modules each including a first PC steel wire extending to both inside the precast module main body and introducing prestressing prestress are arranged side by side so that the belt-like convex portions are parallel to each other. When,
A second PC steel wire disposed on the half precast slab perpendicular to the first PC steel wire;
It comprises spot cast concrete to be placed on the surface of the half precast slab,
On the surface of the precast module, a plurality of orthogonal direction convex portions including a sheath tube extending in a direction orthogonal to the belt-shaped convex portions are formed in parallel with a predetermined spacing interval,
A composite floor slab in which the second PC steel wire is inserted into a plurality of the sheath pipes continuous in a direction orthogonal to the belt-like convex portion to introduce a prestressing prestress. In the composite floor slab according to claim 1,
In the precast module, an orthogonal groove formed by cutting out the belt-like convex portion in a direction perpendicular to the surface extends instead of the orthogonal convex portion including the sheath tube.
The second PC steel wire is disposed in a plurality of the orthogonal grooves continuous in a direction orthogonal to the belt-like convex portion, and is embedded in the cast-in-place concrete to introduce prestress by a post tension method. Synthetic floor slab characterized by In the synthetic floor slab according to claim 1 or 2,
A synthetic floor slab, characterized in that a hard foam material is disposed in a region sandwiched between the adjacent band-shaped convex portions on the surface of the half precast floor slab. A method for constructing a composite floor slab according to claim 1,
A plurality of precast modules having a belt-like convex portion and orthogonal convex portions that are orthogonal to each other and enclose a sheath tube on the surface are bridged over the beam constituting the structure so that the belt-like convex portions are parallel to each other, and half precast A first step of building a floor slab;
A second step of inserting a second PC steel wire through a series of the sheath tubes continuous in a direction orthogonal to the belt-shaped convex portion, and introducing prestress by tensioning the sheath tube;
A synthetic floor slab construction method comprising a third step of placing cast-in-place concrete on the surface of the half precast floor slab. A method for constructing a composite floor slab according to claim 2,
A plurality of precast modules having a belt-like convex portion and orthogonal grooves perpendicular to the surface on the surface are bridged over the beams constituting the structure so that the belt-like convex portions are parallel to each other to construct a half precast slab. A first step;
A second PC steel wire is disposed in a series of orthogonal grooves continuous in a direction orthogonal to the belt-shaped convex portion, and cast-in-place concrete is cast on the surface of the half precast slab so as to be embedded. Two steps;
A method for constructing a composite slab comprising the third step of introducing prestress by tensioning the second PC steel wire after hardening the cast-in-place concrete.

Images