JP2011252377A - Formation method of interior substrate structure - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a technique by which interior substrate structures for mounting walls, ceilings, partition walls and floors can be easily formed while one kind of member with a simple structure is used as a main material.SOLUTION: A plurality of first frame members 10 in which cross rails 14a-14e are disposed and fixed between the inside surfaces of a pair of vertical sash bars 12 at a prescribed interval mutually are prepared. L-shaped bars 16 are disposed and fixed in parallel in the upper and lower parts of a skeleton wall surface 22, and the plurality of first frame members 10 are disposed and fixed between the L-shaped bars 16, so as to form an interior substrate structure 34 for a mounting wall.

Description

  The present invention relates to a technique for forming an interior base structure for installing a covering material such as a gypsum board in a concrete building.

In an apartment house where the main structural part of the building is formed of reinforced concrete, in order to improve heat insulation and sound absorption, and to have future variability, multiple surface panels are placed side by side on the surface side of the concrete wall. Need to build.
As a base structure when constructing a cover wall by arranging a plurality of cover panels in parallel, for example, as in Patent Document 1 below, runners are provided on the upper and lower ceilings and floors of the frame wall in parallel with the wall surfaces, respectively. Conventionally, a structure in which a plurality of cover panels are fixed between runners and vertical ribs provided on the back side of the cover panel are fixed to a housing wall via a spacing adjusting member has been known.

According to the technique described in Patent Document 1, there is an advantage that the work of assembling the wooden shafts in a lattice shape at the site is unnecessary, but the ribs of the cover panel are provided only in the vertical direction. There was a problem that the direction was easily bent.
In addition, it is necessary to perform processing such as providing ribs on the back of the cover panel, and there is a problem that a normal flat panel cover panel cannot be used as it is, and a problem that it cannot be applied to interior basement structures other than the cover wall there were.

On the other hand, in the case of the technique described in Patent Document 2, the required number of standardized standard panels and connecting panels are sequentially mounted between the guide grooves formed by the first rail member and the second rail member. Not only for walls, but also has the advantage of being able to form interior basement structures for ceilings and partitions. Standard panels and connecting panels are manufactured in advance in the factory, minimizing on-site work. It is also possible to limit to the limit.
Since the standard panel and the connecting panel are each provided with a horizontal beam and a vertical beam, the interior base structure to be formed has a lattice-like structure, and no bending occurs in the vertical direction and the horizontal direction. If the dimensions of the respective parts are set so that the surfaces of the vertical beam and the vertical frame material are flush with each other, it is possible to attach an ordinary flat panel-shaped panel to the base structure.

Japanese Patent Laid-Open No. 5-141065 JP 2009-275500 A

However, in the construction method disclosed in Patent Document 2, it is necessary to prepare at least two types of members, ie, a standard panel and a connecting panel, as main materials, which causes inconveniences in procurement, delivery, on-site management, and the like.
In addition, in the technology of this Patent Document 2, when forming an interior base structure for a floor, it is necessary to use a standard board and a connection board dedicated to the floor, which have a different configuration from the standard panel and the connection panel. This has led to high costs for procurement and delivery of materials and complicated material management on site.

  Therefore, the present invention uses an interior base structure for a cover wall, an interior base structure for a ceiling, an interior base structure for a partition wall, and an interior base structure for a floor while using one kind of member having a relatively simple structure as a main material. The object is to provide a technique for forming easily.

  In order to achieve the above object, a method for forming an interior foundation structure according to claim 1 is characterized in that a plurality of horizontal beams are spaced apart from each other between inner surfaces of a pair of vertical beams arranged in parallel. Prepare a plurality of ladder-shaped frame members that are fixed in place, place and fix guide bars (L bar, T bar, etc.) parallel to the upper and lower parts of the wall of the frame, and place a plurality of the frame members between the two guide bars Then, by fixing between each frame member and each guide bar, an interior base structure for the exterior wall is formed, the guide bar is arranged and fixed on the upper part of the wall surface of the housing, and the guide bar is suspended from the ceiling surface of the housing. A plurality of the above-mentioned frame members are arranged between the wall-side guide bar and the guide bar suspended from the housing ceiling surface, and the interior base structure for the ceiling is formed by fixing between each frame member and each guide bar. , Body floor A plurality of support legs are arranged on the surface, and a plurality of the frame members are arranged on each support leg to form a floor interior foundation structure, and a lower surface of the ceiling interior foundation structure and the floor interior foundation structure An interior base structure for a partition wall is formed by arranging and fixing guide bars in parallel on the upper surface of the frame, arranging a plurality of the frame members between the guide bars, and fixing between the frame members and the guide bars. It is characterized by.

The method for forming an interior base structure according to claim 2 is a ladder-like frame in which a plurality of horizontal bars are arranged and fixed at predetermined intervals between inner surfaces of a pair of vertical bars arranged in parallel. A plurality of members are prepared, and the following steps (1) to (4) are performed in random order.
(1) A floor interior base structure is formed by arranging a plurality of support legs on the surface of the frame floor and arranging the plurality of frame members on each support leg.
(2) A guide bar is arranged and fixed on the top of the cabinet wall, and the guide bar is suspended from the cabinet ceiling surface, and a plurality of the above frames are provided between the guide bar on the cabinet wall side and the guide bar suspended from the cabinet ceiling surface. By arranging the members and fixing the space between the frame members and the guide bars, the ceiling interior base structure is formed.
(3) A guide bar is arranged and fixed in parallel at the upper and lower parts of the frame wall, a plurality of the above frame members are arranged between the two guide bars, and each frame member and each guide bar are fixed, so Form an interior base structure.
(4) A guide bar is arranged and fixed in parallel on the lower surface of the ceiling interior foundation structure and the upper surface of the floor interior foundation structure, and a plurality of the frame members are arranged between both guide bars, and each frame member and each guide are arranged. By fixing between the bars, an interior base structure for the partition wall is formed.

According to a third aspect of the present invention, there is provided a method for forming an interior foundation structure, wherein a plurality of horizontal beams are arranged at predetermined intervals between opposed surfaces of three vertical beams arranged in parallel at predetermined intervals. A plurality of frame members in which the end surfaces of the horizontal rails are joined to the vertical grooves formed on the opposing surfaces of the vertical rails, and the following steps (1) to (4) are performed in random order. It is characterized by.
(1) A floor interior base structure is formed by arranging a plurality of support legs on the surface of the frame floor and arranging the plurality of frame members on each support leg.
(2) A guide bar is arranged and fixed on the top of the cabinet wall, and the guide bar is suspended from the cabinet ceiling surface, and a plurality of the above frames are provided between the guide bar on the cabinet wall side and the guide bar suspended from the cabinet ceiling surface. By arranging the members and fixing the space between the frame members and the guide bars, the ceiling interior base structure is formed.
(3) A guide bar is arranged and fixed in parallel at the upper and lower parts of the frame wall, a plurality of the above frame members are arranged between the two guide bars, and each frame member and each guide bar are fixed, so Form an interior base structure.
(4) A guide bar is arranged and fixed in parallel on the lower surface of the ceiling interior foundation structure and the upper surface of the floor interior foundation structure, and a plurality of the frame members are arranged between both guide bars, and each frame member and each guide are arranged. By fixing between the bars, an interior base structure for the partition wall is formed.

  The method for forming the interior underlay structure according to claim 4 is the method according to claims 1 to 3, further comprising a plurality of pieces of board bonded to the wall surface of the casing at a predetermined interval, to each piece of board. Each guide bar is fixed by bonding or screwing the guide bar.

  The method for forming an interior foundation structure according to claim 5 is the method according to claims 1 to 4, further comprising a heat insulator disposed and fixed in advance on the wall surface, ceiling surface, and floor surface of the frame. Yes.

  The method for forming an interior base structure according to claim 6 is the method according to claim 3 or 4, further comprising forming the interior base structure between the horizontal rail of each frame member and the frame surface. The heat insulating material is inserted and arranged in the narrow space formed in the above.

  The method for forming an interior foundation structure according to claim 7 is the method according to claims 1 to 6, and in addition, a square member is fixed to the center of a flat plate as the guide bar when the interior foundation structure for a partition wall is formed. A T-bar having a T-shaped cross section is used, and the frame members are arranged and fixed on both sides of a square member of each T-bar.

  The method for forming an interior foundation structure according to claim 8 is the method according to claims 1 to 7, and further, in the formation of the interior foundation structure for floors, the support leg has a variable protrusion amount of the leg portion. It is characterized in that the level of the frame floor is adjusted by adjusting the protruding amount of each support leg.

  The method for forming an interior base structure according to claim 9 is the method according to claims 1 to 8, further comprising a leg between the frame member and the housing wall surface when forming the interior base structure for a cover wall. It is characterized in that the level of the wall surface of the frame is adjusted by arranging a plurality of support legs whose protrusion amounts of the portions are variable and adjusting the protrusion amount of each support leg.

  The method for forming an interior base structure according to claim 10 is the method according to any one of claims 1 to 9, further comprising a suspension plate provided with one or a plurality of pipe gripping means. A plurality of frames are attached to the frame member, and pipes are attached to the pipe gripping means of each suspension plate.

According to the method for forming an interior foundation structure according to any one of claims 1 to 3, while using one kind of frame member having an extremely simple ladder-like structure as a main material, an interior foundation structure for a cover wall, for a ceiling An interior foundation structure, an interior foundation structure for floors, and an interior foundation structure for partition walls can be formed.
Thus, since the main material is only one kind of frame member, not only the manufacturing cost of the frame member itself can be reduced, but also the delivery cost to the construction site can be suppressed. In addition, since the same frame member can be freely distributed for the exterior wall, ceiling, floor, and partition wall, there is an advantage that material management at the site becomes extremely easy.

  According to the method for forming the interior base structure according to claim 4, it is possible to attach the guide bar and the frame member without directly driving nails and screws into the concrete frame, and to ensure the quietness of the interior construction. It becomes possible.

  According to the method for forming the interior base structure according to claim 5, since the heat insulating material such as glass wool is arranged and fixed before the guide bar and the frame member are arranged and fixed, the surface of the concrete frame is made of a heat insulating material without a gap. It becomes possible to cover and condensation can be effectively prevented.

  According to the method for forming the interior base structure according to claim 6, since the heat insulating material such as glass wool is arranged and fixed after the guide bar and the frame member are arranged and fixed, the surface of the concrete frame is covered with the heat insulating material without a gap. It becomes possible to prevent condensation effectively.

  According to the interior base structure forming method of the seventh aspect, it is possible to form the partition wall having high rigidity and sound insulation by arranging the frame members on both sides of the T-bar.

  According to the method for forming the interior base structure according to the eighth aspect, it is possible to effectively absorb the unevenness of the frame floor by adjusting the protruding amount of the leg portion of the support leg.

  According to the method for forming the interior base structure according to the ninth aspect, it is possible to effectively absorb the unevenness of the wall surface of the housing by adjusting the protruding amount of the leg portion of the support leg.

  According to the interior base structure forming method of the tenth aspect, the processing of the underfloor piping becomes extremely easy, and the maintainability thereof can be improved.

FIG. 1 (a) shows a first frame member 10 which is a main constituent member of the interior base structure according to the present invention. The first frame member 10 includes a pair of vertical rails 12 and 5 It has book horizontal rails 14a-14e.
The first frame member 10 has the following dimensions.
2250mm (length) x 455mm (width) x 27mm (thickness)
Further, each of the vertical bars 12 has the following dimensions.
2250mm (length) x 40mm (width) x 27mm (thickness)
The horizontal rail 14a has the following dimensions.
375mm (length) x 80mm (width) x 27mm (thickness)
The horizontal rails 14b to 14e have the following dimensions, respectively.
375mm (length) x 40mm (width) x 27mm (thickness)
However, these dimensions are examples and are not intended to be limited to these dimensions (the same applies to the following).

  As described above, each of the horizontal rails 14 (a) to 14 (e) has a thickness of 27 mm and has the same thickness as the vertical rail 12, and therefore, in the AA sectional view of FIG. As shown in FIG. 1B, the front surface and the back surface of the first frame member 10 are formed flush with each other.

FIG. 2 shows constituent members other than the first frame member 10, FIG. 2 (a) shows the L bar 16, and FIG. 2 (b) shows the T bar 18.
The L bar 16 has a shape in which square bars 16b are joined along one end side of the flat plate 16a. The flat plate 16a and the square bar 16b each have the following dimensions.
Dimension of flat plate 16a: 2250mm (length) x 74mm (width) x 9mm (thickness)
Dimensions of square 16b: 2250mm (length) x 36mm (height) x 27mm (thickness)

The T-bar 18 has a shape in which square bars 18b are joined along the center line of the flat plate 18a, and the flat plates 18a and square bars 18b have the following dimensions, respectively.
Dimension of flat plate 18a: 2250mm (length) x 100mm (width) x 9mm (thickness)
Size of square bar 18b: 2250mm (length) x 36mm (height) x 27mm (thickness)

  The above is the main constituent member, but other than that, a square member, a flat plate, a piece member and the like having appropriate dimensions are used as necessary (details will be described later).

Below, the formation method of the interior foundation structure which concerns on this invention is demonstrated.
First, a heat insulating material such as glass wool is disposed over the entire inner surface of the concrete frame of the building.
Specifically, as shown in FIG. 3, glass wool 30 is disposed on the wall surface 22, ceiling surface 24, floor surface 26, and beam 28 of the housing 20 without any gaps, and fixed via an adhesive or the like.

Next, as shown in FIG. 4, the piece material 32 is joined to the upper end portion and the lower end portion of the wall surface 22 with an adhesive, and the L bar 16 is screwed to the piece material 32.
As shown in FIG. 5, the glass wool 30 is arranged by joining a plurality of band-shaped units having a predetermined width to the wall surface 22. Glue 32. As shown in the figure, a plurality of pieces 32 are arranged at a predetermined interval.

Next, a plurality of first frame members 10 are arranged between the L bar 16 arranged and fixed at the upper end portion of the wall surface 22 and the L bar 16 arranged and fixed at the lower end portion, and the upper end portion thereof. The upper end of the vertical beam 12 or the horizontal beam 14a and the lower end (the lower end of the vertical beam 12) are screwed to the L bar 16.
The adjacent first frame members 10 are also fixed by screwing the vertical beam 12 of one first frame member 10 and the vertical beam 12 of the other first frame member 10 together.

FIG. 6 shows an interior base structure 34 for the exterior wall formed on the wall surface 22, and a plurality of first frame members 10 are disposed at the L bar 16 disposed at the upper end portion of the wall surface 22 and at the lower end portion. A state in which the arrangement is fixed between the arranged L bars 16 is depicted. The arrangement direction of the first frame member 10 is not limited and may be reversed upside down.
Although illustration is omitted, a surface wall is completed by screwing a gypsum board on the surface of the first frame member 10 constituting the interior surface structure 34 for the surface wall and pasting a cloth on the surface.

  As described above, since the length of one L bar 16 is 2250 mm, if the width of the wall surface is longer than this, the necessary length is secured by arranging a plurality of L bars 16 in the horizontal direction. The In addition, when a remainder is generated by adding a plurality of L bars 16, it is partially cut off.

  Similarly, since the length of one first frame member 10 is also 2250 mm, when the distance from the floor surface 26 to the beam 28 is longer than this, as shown in FIG. 7, a pair of first frame members It is possible to secure the necessary dimensions by cutting the unnecessary parts after connecting the wood piece for joining 36 in the vertical direction by screwing between the 10 lower end parts (the lower end part of the vertical beam 12) it can.

Even when one first frame member 10 is too long, dimension adjustment is performed by cutting away unnecessary portions.
For example, in the example of FIG. 6, the first frame member 10 cut short is used in accordance with the size of the lower part of the window frame 38.

By the way, the wall surface 22 of the housing rarely forms an accurate plane and often has a certain degree of distortion. For this reason, at least a part of the first frame member 10 is provided with a level adjusting support leg.
As shown in FIG. 8, the support leg 40 includes a disk-shaped fixing portion 40a, a shaft portion 40b, and a columnar pressing portion 40c (however, the shape of the fixing portion 40a is not limited to a circle). ).
A screw head is arranged inside a hole 40d formed in the center of the fixing portion 40a, and the distance between the pressing portion 40c and the fixing portion 40a is reduced by rotating the screw head to the left and right by a necessary amount. The support leg 40 has a structure to be adjusted.
The pressing portion 40c is made of an elastic material such as silicon rubber.

The adhesive layer formed on the surface of the fixing portion 40a of the support leg 40 is bonded between the vertical beam 12 and the horizontal beam 14 of the first frame member 10 to be fixed to the first frame member 10. The
And after fixing each 1st frame member 10 between L bar | burr 16, the screw head provided in the inside of the hole 40d of the support leg 40 is turned with a screwdriver, and the distance of the press part 40c and the fixing | fixed part 40a is adjusted. By doing so, it becomes possible to absorb the irregularities of the wall surface 22. In addition, since the pressing portion 40c is made of an elastic material as described above, a silencing effect can be expected.

Next, a method of forming the interior base structure 42 for the ceiling will be described with reference to FIGS.
First, as shown in FIG. 9, the piece material 32 is joined to the surface of the beam 28 via an adhesive, and the L bar 16 is screwed to the piece material 32. The L bar 16 is attached to the four surroundings of the upper part of the inner surface of the housing (in FIG. 10 in which the interior base structure 42 for the ceiling is observed from the ceiling surface 24 side), the L bar 16 is mounted on the two upper sides of the inner surface of the housing. It is shown).

Next, the wing plate bolts 44 are screwed into a plurality of inserts embedded in the casing ceiling surface 24, and the square members 18b of the T bar 18 are screwed to the wing plate bolts 44.
Next, one end of the first frame member 10 is put on the L bar 16 and screwed, and the upper surface on the other end side is brought into contact with the flat plate 18a of the T bar 18 from below and screwed.

As shown in FIG. 10, a plurality of first frame members 10 are arranged in a row in the horizontal direction, and adjacent first frame members 10 are screwed together.
A plurality of first frame members 10 are also arranged in a row in the horizontal direction from the opposite side of the ceiling, and the adjacent first frame members 10 are screwed together.
Then, the lower end of the first frame member 10 in the first row and the upper end of the first frame member 10 in the second row are respectively placed on the flat plate 18a of the other T-bar 18 and screwed. Is done.
As described above, by arranging a large number of first frame members 10 in a matrix, an interior base structure 42 for ceiling is formed.

Next, a method for forming the interior foundation structure 50 related to the beam 28 will be described with reference to FIG.
First, after a plurality of pieces 32 are bonded to the lower part of the side surface of the beam 28 at a predetermined interval, the L bar 16 is disposed along the ridge line where the side surface and the lower surface of the beam 28 intersect, and the square member 16b of the L bar 16 is disposed. And screw between the pieces 32.

Next, a 9 mm thick gypsum board 52 is placed between the L bar 16 on the ceiling surface 24 side and screwed to the square member 16b of each L bar 16.
Finally, a 9 mm thick gypsum board 52 is placed between the L bar 16 on the wall surface 22 side and screwed to the flat plate 16a of each L bar 16.
If the beam is tall, an auxiliary plate having a thickness of 9 mm may be placed between the L bar 16 on the ceiling surface 24 side and screwed to the square member 16b of each L bar 16.

Next, a method for forming the interior base structure 56 for floor will be described with reference to FIGS.
First, as shown in FIG. 12, a plurality of support legs 58 are arranged on the housing floor surface 26 at a predetermined interval. At this time, the glass wool 30 disposed on the chassis floor surface 26 is scraped to expose the surface of the chassis, and the installation space for the support legs 58 is secured.

As shown in FIG. 14, the support leg 58 includes a rectangular receiving plate 58a, a shaft portion 58b, and a cylindrical grounding portion 58c (however, the shape of the receiving plate 58a is not limited to a rectangular shape). ).
A screw head is arranged inside a hole 58d formed in the center of the receiving plate 58a, and the distance between the grounding portion 58c and the receiving plate 58a is reduced by rotating the screw head to the left and right by a necessary amount. The support leg 58 has a structure to be adjusted.
The grounding portion 58c is made of an elastic material such as silicon rubber.

Next, as shown in FIG. 13, a plurality of first frame members 10 are placed on each support leg 58, and the first frame member 10 and the receiving plate 58a of the support leg 58 are bonded or screwed together. As a result, an interior base structure 56 for the floor is formed.
If there are irregularities on the frame floor 26, before or after bonding the first frame member 10 to the receiving plate 58a, the screw head provided inside the hole 58d of the support leg 58 is screwed. To adjust the level by adjusting the distance between the grounding portion 58c and the receiving plate 58a.

Next, a method for treating underfloor piping will be described.
First, as shown in FIG. 15, a plurality of suspension plates 64 each having a plurality of gripping tools 62 attached to the back side of the flat plate 60 are prepared.
The gripping tool 62 has a configuration in which a cut 62a is made in a resin-made cylindrical body having flexibility, and is attached to the flat plate 60 so that the cut 62a faces downward.
For this reason, by pressing the resin pipe against the cut 62a, the cut 62a is opened and the pipe enters the gripper 60 and is firmly held.

As shown in FIG. 13, the pipes 66 and 68 are pushed into the holding tools of the respective suspension plates 64 and the surface of the suspension plate 64 is screwed to the back surface of the first frame member 10, so that the processing of the underfloor piping is performed. Complete.
Thus, since the floor interior base structure 56 is formed by connecting the ladder-like first frame member 10, the state of the piping can be easily observed from above.

The configuration of the gripping tool 62 is not limited to the above, and a member having a function of engaging with the pipe can be selected as appropriate.
Further, the number of gripping tools 62 is not limited to two, and an arbitrary number of gripping tools 62 can be provided according to the number of pipes.

Next, a method of forming the interior base structure 70 for the partition wall will be described with reference to FIG.
First, the T-bar 18 is screwed to the surface of the first frame member 10 constituting the interior base structure 42 for the ceiling, and also on the surface of the first frame member 10 constituting the interior base structure 56 for the floor. T-bar 18 is screwed.
The T bar 18 disposed on the ceiling interior foundation structure 42 side and the T bar 18 disposed on the floor interior foundation structure 56 side are positioned so as to be parallel to each other.

Next, a plurality of first frame members 10 are arranged on both sides of each T bar 18, and the space between the first frame member 10 and the T bar 18 is screwed, whereby the interior base structure 70 for the partition wall is formed. It is formed.
Although illustration is omitted, a partition wall is completed by screwing a gypsum board on both sides of the interior structure 70 for the partition wall and pasting a cloth on the surface thereof.
When it is necessary to ensure high soundproofing properties, glass wool may be sandwiched between the first frame members 10 and 10 arranged on both sides.

Next, according to FIG. 17, a method of forming the other interior structure 74 for the partition wall will be described.
In this case, the L bar 16 is screwed to the surface of the first frame member 10 constituting the interior base structure 42 for the ceiling, and the surface of the first frame member 10 constituting the interior base structure 56 for the floor is fixed. Also screw the L bar 16.
The L bar 16 disposed on the ceiling interior foundation structure 42 side and the L bar 16 disposed on the floor interior foundation structure 56 side are positioned so as to be parallel to each other.

Next, a plurality of first frame members 10 are disposed between the flat plate 16a and the square member 16b of each L bar 16, and the first frame member 10 and the L bar 16 are screwed to form a partition. A wall interior base structure 74 is formed.
The partition wall is completed by screwing a plurality of gypsum boards 52 on both sides of the interior structure 74 for the partition wall and pasting a cloth on the surface. At that time, the part that becomes the joint of the gypsum board 52 The flat plate 76 having a thickness of 9 mm is fixed to each first frame member 10 in a strip shape. As a result, strength can be ensured and consistency with the joinery frame dimensions can be achieved.

  In the above, an example in which the interior base structure is formed in the order of the surface wall → ceiling → floor → partition wall is shown, but the order of execution is not limited to this, for example, floor → ceiling Naturally, it is possible to form the interior underlayer structure in the order of use → for the exterior wall → for the partition wall.

Further, the shape of the frame member is not limited to the above.
FIG. 18 shows another configuration example of the frame member. This second frame member 80 includes three vertical bars arranged in parallel at a predetermined interval, and the first vertical bars 81 and Three horizontal beams (first horizontal beam 85, second horizontal beam 86, and third horizontal beam 87) are disposed between the second vertical beam 82 and the second vertical beam 82. A shape in which three horizontal bars (fourth horizontal bar 88, fifth horizontal bar 89, and sixth horizontal bar 90) are also arranged between the three vertical bars 83 is provided.
The length of each vertical beam is set stepwise between 2055 mm and 2255 mm according to the height of the elevator. The lateral width of the second frame member 80 is set to 636 mm.

The first horizontal rail 85 is sandwiched between the upper end of the first vertical rail 81 and the upper end of the second vertical rail 82, and the third horizontal rail 88 is connected to the upper end of the second vertical rail 82 and the second vertical rail 82. 3 is held between the upper ends of the three vertical bars 83.
The distance X from the upper end of each vertical beam to the center of the third horizontal beam 87 and the sixth horizontal beam 90 is set to 1820 mm. Further, the second horizontal beam 86 is arranged at an equal distance from the first horizontal beam 85 and the third horizontal beam 87, and the fifth horizontal beam 89 is connected to the fourth horizontal beam 88 and the second horizontal beam 88. It is arranged at a position equidistant from the six horizontal bars 90.

As shown in FIG. 19, the first vertical beam 81 and the third vertical beam 83 each have a vertical groove 84 formed on the opposing surface, and have a U-shaped cross section. Further, the second vertical beam 82 has vertical grooves 84 formed on both side surfaces (both opposing surfaces), and has an E-shaped cross section.
A first horizontal beam 85, a second horizontal beam 86, and a third horizontal beam 87 are provided between the vertical groove 84 of the first vertical beam 81 and one vertical groove 84 of the second vertical beam 82. The fourth horizontal beam 88, the fifth horizontal beam 89, the sixth horizontal beam 88 are mounted and fixed between the other vertical groove 84 of the second vertical beam 82 and the vertical groove 84 of the third vertical beam 83. Horizontal rail 90 is attached and fixed.

The first vertical beam 81, the second vertical beam 82, and the third vertical beam 83 are each set to a thickness of 45 mm, whereas the first horizontal beam 85, the second horizontal beam 86, The thickness of each of the third horizontal rail 87, the fourth horizontal rail 88, the fifth horizontal rail 89, and the sixth horizontal rail 90 is set to 27 mm.
As described above, as a result of the thickness of each vertical rail in the second frame member 80 being increased as compared with the first frame member 10, the strength as the frame member is improved by about 3.47 times.

Further, when the second frame member 80 is mounted on the housing wall surface 22, as shown in FIG. 19, a 9 mm gap 91 is formed between each side rail and the wall surface 22. Can be effectively used as a wiring space for inserting various cables and cords.
Furthermore, it is possible to load the gap 91 with a heat insulating material made of glass wool after forming various interior base structures.

Also in the case of the second frame member 80, basically, the same method as that of the first frame member 10 is used. The interior base structure for floor 56, the interior base structure for ceiling 42, the interior base structure for surface wall 34, A partition wall interior base structure 74 can be formed.

  First, although not shown in the figure, a plurality of support legs 58 are arranged on the frame floor 26 at a predetermined interval. Next, a plurality of second frame members 80 are placed on the respective support legs 58, and the second frame member 80 and the receiving plate 58a of the support legs 58 are bonded or screwed together, so that the floor interior A base structure 56 is formed (see FIGS. 12 and 13).

  Next, after attaching the L bar 16 to the upper part of the inner surface of the housing, the blade plate bolts 44 are screwed into a plurality of inserts embedded in the housing ceiling surface 24, and the square members 18b of the T bar 18 are screwed to each of the blade plate bolts 44. . Thereafter, one end of the second frame member 80 is put on the L bar 16 and screwed, and the upper surface on the other end side is brought into contact with the flat plate 18a of the T bar 18 from below and screwed. Also, the adjacent second frame members 80, 80 can be fixed to each other by screwing the vertical beam of one second frame member 80 and the vertical beam of the other second frame member 80 to each other. 42 is formed (see FIGS. 9 and 10).

Next, as shown in FIG. 20, a plurality of second frame members 80 are arranged between a pair of L bars 16, 16 attached to the upper end and lower end of the housing wall surface 22, and the upper end and lower end thereof are arranged. The part is screwed to the L bar 16. Further, another second frame member 80 is disposed between the flat plate 16a and the square member 16b of each L bar 16 at a predetermined interval (for example, 273 mm), and is similarly fixed. By repeating this work, the interior base structure 34 for the exterior wall having the required area is formed. The interior wall structure 34 for the surface wall can attach a 910 mm module gypsum board with a minimum of processing such as cutting, thereby minimizing work.

  Next, the L bar 16 is screwed to the surface of the second frame member 82 constituting the ceiling interior foundation structure 42, and the L frame 16 is also formed on the surface of the second frame member 80 constituting the floor interior foundation structure 56. Screw the bar 16. Thereafter, a plurality of second frame members 80 are arranged between the flat plate 16a and the square member 16b of each L bar 16, and the second frame member 80 and the L bar 16 are screwed together. Further, another second frame member 80 is disposed between the flat plate 16a and the square member 16b of each L bar 16 at a predetermined interval (for example, 273 mm), and is similarly fixed. By repeating this operation, the partition wall interior foundation structure 74 having a necessary area is formed (see FIG. 17). In this case as well, the gypsum board of the 910 mm module can be affixed while minimizing processing such as cutting, thereby minimizing work.

  When installing the partition wall interior foundation structure 74 at a right angle with respect to the interior wall interior foundation structure 34, as shown in FIG. 19, a flat plate 92 (length 1820mm) having a thickness of 9 mm is received. As described above, it is desirable that the second frame member 80 constituting the interior wall interior base structure 34 is passed between the horizontal rails and the end surface of the partition wall interior base structure 74 (the outer surface of the vertical rail) is brought into contact therewith.

The length of each vertical beam is set to 2055 mm to 2255 mm as described above, but if this does not reach the required length, it is necessary at the lower end of each vertical beam as shown in FIG. It is only necessary to add an extension square member 93 having a sufficient length. The extension square member 93 has a structure in which a joining piece 94 is connected to a longitudinal groove formed on one side surface of the square piece, and the protruding portion of the joining piece 94 has a vertical portion at the lower end of each vertical rail. The groove 84 is fitted and bonded.
Further, when the second frame member 80 is too long, the length can be adjusted by cutting each longitudinal beam at an appropriate position.

  When forming the interior base structure of the beam portion or the columnar portion, if the width of the second frame member 80 is excessive, as shown in FIG. 22 (a), as shown in FIG. Once the vertical beam 83) is removed and the first horizontal beam 85 to the third horizontal beam 87 (or the fourth horizontal beam 88 to the sixth horizontal beam 90) are cut out by the required length, As shown in 22 (b), the first vertical beam 81 (or the third vertical beam 83) may be rejoined to each horizontal beam.

When various interior base structures are formed using the second frame member 80 described above, the L bar 16 and the T bar 18 having different dimensions from those when the first frame member 10 is used are used. An example of the dimensions is shown below.
[Dimensions of L bar 16]
Dimension of flat plate 16a: 2255mm (length) x 60mm (width) x 12mm (thickness)
Dimensions of square 16b: 2255mm (length) x 45mm (height) x 30mm (thickness)
[Dimensions of T-bar 18]
Dimension of flat plate 18a: 2255mm (length) x 120mm (width) x 12mm (thickness)
Dimensions of square bar 18b: 2255mm (length) x 45mm (height) x 30mm (thickness)

It is a figure which shows the structure of a 1st frame member. It is a figure which shows the structure of L bar and T bar. It is a figure which shows the state which has arrange | positioned glass wool on the inner surface of a concrete frame. It is sectional drawing which shows the interior base structure for surface wall. It is a front view which shows the formation process of the interior base structure for front wall. It is a front view which shows the interior base structure for surface wall. It is explanatory drawing which shows the addition method of the 1st frame member. It is a perspective view which shows the support leg used for the interior base structure for front wall. It is sectional drawing which shows the interior foundation structure for ceilings. It is the top view which observed the interior foundation structure for ceilings from the ceiling surface side. It is sectional drawing which shows the interior foundation structure for beams. It is sectional drawing which shows the interior base structure for floors. It is the top view which observed the interior foundation structure for floors from the upper part. It is a perspective view which shows the support leg used for the interior base structure for floors. It is a perspective view which shows the suspension board used for underfloor piping. It is sectional drawing which shows the interior base structure for partition walls. It is sectional drawing which shows the interior basement structure for other partition walls. It is a figure which shows the structure of a 2nd frame member. It is sectional drawing which shows the structure of a 2nd frame member. It is a figure which shows the installation method of a 2nd frame member. It is explanatory drawing which shows the addition method of a 2nd frame member. It is explanatory drawing which shows the dimension packing method of a 2nd frame member.

10 First frame member
12 Vertical rail
14a Cross rail
14b
14c Horizontal cross
14d side pier
14e side pier
16 L bar
16a L-bar flat plate
16b L bar square
18 T-bar
18a T-bar flat plate
18b T-bar square
20 enclosure
22 Housing wall
24 Frame ceiling
26 Building floor
28 Beam
30 glass wool
32 pieces
34 Interior base structure for exterior walls
36 Wood pieces for joining
38 Window frame
40 support legs
42 Interior structure for ceiling
44 Battledore bolt
50 Interior foundation structure for beams
52 Gypsum board
56 Floor interior structure
58 support legs
62 Grip
64 Suspension plate
66 Piping
68 Piping
70 Interior basement structure for partition walls
74 Interior basement structure for partition walls
76 flat plate
80 Second frame member
81 First vertical rail
82 Second vertical rail
83 Third vertical rail
84 Longitudinal groove
85 1st cross rail
86 Second side rail
87 Third horizontal rail
88 4th side rail
89 Fifth side rail
90 6th side rail
91 Clearance
92 flat plate
93 Square for extension
94 Wood for joining

Claims (10)

Preparing a plurality of ladder-like frame members in which a plurality of horizontal beams are arranged and fixed at predetermined intervals between the inner side surfaces of a pair of vertical beams arranged in parallel;
By arranging and fixing the guide bars in parallel on the upper and lower parts of the frame wall, arranging the plurality of frame members between the two guide bars, and fixing the space between each frame member and each guide bar, the interior base structure for the exterior wall Form the
The guide bar is placed and fixed on the top of the chassis wall, and the guide bar is suspended from the chassis ceiling surface, and a plurality of the frame members are arranged between the guide bar on the chassis wall surface and the guide bar suspended from the chassis ceiling surface. And by fixing between each frame member and each guide bar, the interior base structure for the ceiling is formed,
By arranging a plurality of support legs on the surface of the frame floor and arranging a plurality of the frame members on each support leg, a floor interior foundation structure is formed,
Guide bars are arranged and fixed in parallel on the lower surface of the interior interior base structure for ceiling and the upper surface of the interior interior structure for floor, a plurality of the frame members are disposed between both guide bars, and between each frame member and each guide bar. A method for forming an interior base structure, wherein the interior base structure for a partition wall is formed by fixing. Preparing a plurality of ladder-like frame members in which a plurality of horizontal beams are arranged and fixed at predetermined intervals between the inner side surfaces of a pair of vertical beams arranged in parallel;
A method for forming an interior base structure, wherein the following steps (1) to (4) are performed in random order.
(1) A floor interior base structure is formed by arranging a plurality of support legs on the surface of the frame floor and arranging the plurality of frame members on each support leg.
(2) A guide bar is arranged and fixed on the top of the cabinet wall, and the guide bar is suspended from the cabinet ceiling surface, and a plurality of the above frames are provided between the guide bar on the cabinet wall side and the guide bar suspended from the cabinet ceiling surface. By arranging the members and fixing the space between the frame members and the guide bars, the ceiling interior base structure is formed.
(3) A guide bar is arranged and fixed in parallel at the upper and lower parts of the frame wall, a plurality of the above frame members are arranged between the two guide bars, and each frame member and each guide bar are fixed, so Form an interior base structure.
(4) A guide bar is arranged and fixed in parallel on the lower surface of the ceiling interior foundation structure and the upper surface of the floor interior foundation structure, and a plurality of the frame members are arranged between both guide bars, and each frame member and each guide are arranged. By fixing between the bars, an interior base structure for the partition wall is formed. A plurality of horizontal beams are arranged at predetermined intervals between the opposing surfaces of three vertical beams arranged parallel to each other at a predetermined interval, and are formed on the opposing surfaces of each vertical beam. Prepare multiple frame members that join the end face of each cross rail to the vertical groove,
A method for forming an interior base structure, wherein the following steps (1) to (4) are performed in random order.
(1) A floor interior base structure is formed by arranging a plurality of support legs on the surface of the frame floor and arranging the plurality of frame members on each support leg.
(2) A guide bar is arranged and fixed on the top of the cabinet wall, and the guide bar is suspended from the cabinet ceiling surface, and a plurality of the above frames are provided between the guide bar on the cabinet wall side and the guide bar suspended from the cabinet ceiling surface. By arranging the members and fixing the space between the frame members and the guide bars, the ceiling interior base structure is formed.
(3) A guide bar is arranged and fixed in parallel at the upper and lower parts of the frame wall, a plurality of the above frame members are arranged between the two guide bars, and each frame member and each guide bar are fixed, so Form an interior base structure.
(4) A guide bar is arranged and fixed in parallel on the lower surface of the ceiling interior foundation structure and the upper surface of the floor interior foundation structure, and a plurality of the frame members are arranged between both guide bars, and each frame member and each guide are arranged. By fixing between the bars, an interior base structure for the partition wall is formed.   2. The guide bars are fixed to each other by adhering or screwing a guide bar to each piece of board with a plurality of pieces attached to the wall surface of the casing at predetermined intervals. The formation method of the interior foundation structure in any one of -3.   The method for forming an interior base structure according to any one of claims 1 to 4, wherein a heat insulating material is arranged and fixed in advance on the wall surface, ceiling surface, and floor surface of the casing.   5. The interior according to claim 3 or 4, wherein after forming each interior base structure, a heat insulating material is inserted and disposed in a narrow space formed between the horizontal rail of each frame member and the frame surface. A method for forming an underlying structure. In forming the partition wall interior base structure, a T-bar having a T-shaped cross section with a square member fixed at the center of a flat plate as the guide bar,
The method for forming an interior base structure according to any one of claims 1 to 6, wherein the frame members are arranged and fixed on both sides of the square bar of each T bar.   When forming the interior base structure for floors, the level of the frame floor surface is adjusted by adjusting the protrusion amount of each support leg using a support leg having a variable protrusion amount as the support leg. The formation method of the interior foundation structure in any one of Claims 1-7.   When forming the interior base structure for a cover wall, a plurality of support legs with variable protrusion amounts are arranged between the frame member and the case wall surface, and the protrusion amount of each support leg is adjusted to adjust the protrusion amount of each support leg. The interior base structure forming method according to claim 1, wherein the level is adjusted.   A plurality of suspension plates provided with one or a plurality of pipe gripping means are attached to a frame member constituting the interior interior structure for floors, and pipes are attached to the pipe gripping means of each suspension board. The formation method of the interior foundation structure in any one of 1-9.

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