JPH11269981A - Joint structure between panel type floor and steel frame type floor in multi-story building - Google Patents

Abstract

[57] [Abstract] [Problem] To easily attach a deck plate and a metal formwork, to prevent concrete leakage, to economically set the thickness of a floor slab according to a load resistance, and to height direction of a girder. Provided is a joint structure between a panel-type structural floor and a steel frame-type structural floor in a multi-story building, which can absorb a difference between the horizontal level and the horizontal level. SOLUTION: A channel member is inserted between a panel type structural floor and a steel type structural floor, a web of the channel member is vertically arranged toward the inside of the building, and an upper flange and a lower portion of the channel member are arranged vertically. The opening between the side flanges is opened toward the outside of the building, and the lower end of the assembly panel on the panel-type structural floor is bolted to the upper flange of the through member. The inner end of the metal fitting is fixed horizontally to the vertically arranged web, the lower flange of the threaded material is bolted to the outer end of the metal fitting, and the upper flange of the girder is used to slab the floor of the panel-type structural floor. A deck plate for installation is placed, and a decorative wall panel is fixed to the rim spanned between the columns of the steel structure floor.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a multi-story building having a steel frame structure on the lower floor side and a frame structure using assembled panels on the upper floor side.

[0002]

2. Description of the Related Art Japanese Patent Application Laid-Open No. 9-279763 discloses that
Architectural assembly panels that can be easily manufactured at low cost and with high strength without the use of special production lines, can be manufactured at low cost and have high strength, and can flexibly respond to changes in specifications of interior and exterior materials. It can be used as a structural framework of the upper part, and even if the steel frame on the top floor is omitted, it can sufficiently resist wind loads, etc. In addition, since the weight of the top floor does not increase, the steel frame section of the steel frame on the lower floor part There has been proposed a multi-story building in which it is not necessary to increase the size and the amount of steel used can be reduced.

[0003] The multi-story building proposed in the above publication is a three-story building, and an assembly panel with braces is used as a construction panel for a roof part on the third floor and walls on all floors including the third floor. I have. As shown in FIG. 23, the through member 30 is used for bolt connection between the lower end portion of the assembled panel 17 of the panel type structural floor 39A corresponding to the third floor and the steel frame type structural floor 39B corresponding to the first and second floors. The pass-through member 30 is made of a channel steel, and the web 30a is arranged vertically toward the outside of the building along the width direction of the assembly panel 17. Through material 3
The opening between the upper flange 30b and the lower flange 30c is open toward the inside of the building. Through material 30
The outer end of a fitting 34 made of T-shaped steel is welded to the inner surface of the web 30a, and the inner end of the fitting 34 is a large beam 2 made of H-shaped steel of a steel structure floor 39B.
9 is mounted on the upper flange 29 b and is bolted by a high-strength bolt 35.

[0004] The upper flange 30b of the thread member 30 faces the connecting member 21 with a nut fixed in the lower horizontal frame member 2 of the assembly panel 17 of the panel-type structural floor 39A. Spacer 33 is inserted. The lower flange 30c of the threading member 30 faces the connecting metal fitting 21 with a nut fixed in the upper horizontal frame member 2 of the assembly panel 17 of the steel structure floor 39B, and a spacer 37 is inserted between the connecting member 21 and the web 21a. Have been. These spacers 33, 37 are arranged between the lips 2d, 2d of the horizontal frame member 2. Each of the connecting fittings 21 with nuts is made by cutting a channel steel into an appropriate width.
Is welded to the horizontal frame member 2 with the web 21a abutting on the lips 2d, 2d of the horizontal frame member 2 and the ends of the flanges 21b, 21c contacting the web 2a of the horizontal frame member 2, and the nut 22
Are welded to the web 21a. Upper and lower connecting bracket 2
The upper and lower flanges 30 are attached to the nuts 22, 22.
High-strength bolts 32 and 36 are screwed from the openings between b and 30c through bolt holes in each flange and spacer. These bolts and nuts are tightened to a predetermined torque by a torque wrench.
Are joined through.

[0005]

In the conventional multi-story building constructed as described above, the deck plate 4 is used to cast the floor slab concrete of the panel-type structural floor 39A.
When attaching 1 to the upper flange 29a of the girder 29,
Since the deck plate 41 and the metal fitting 34 interfere with each other, and the deck plate 41 and the high-strength bolt 35 interfere with each other,
Complicated work such as providing a notch 41a for avoiding interference in the deck plate 41 occurs. Further, since the metal fittings 42 for the formwork of the deck plate 41 and the metal fittings 34 interfere with each other, it is necessary to provide a notch 42a for avoiding interference in the metalwork 42 for the formwork. There was a problem. Furthermore, these deck plates 41
There is also a problem that the concrete leaks from the notch 41a of the metal mold, the notch of the metal fitting for formwork 42, and the gap between the through holes for the bolts of the metal fitting 34.

As described above, the upper flange 3 of the thread member 30
Since the spacer 33 is inserted between the connection fitting 21b and the connection fitting 21 with the nut of the assembly panel 17 of the panel-type structural floor 39A, a gap remains, and there is also a problem that rain enters from the gap. When the level in the height direction of the girder 29 of the steel structure floor 39B is determined, the joint hardware 3
4. The level of the horizontal member 2 of the thread member 30 and the assembly panel 17 is determined, and the top end of the horizontal member 2 is at the floor level, so that the floor slab 43 becomes thicker than necessary, which is uneconomical. However, there is a problem that a complicated design is performed. Furthermore, in the actual construction, the level and horizontal position of the girder 29 in the height direction and the horizontal position change from the design values in accordance with the construction accuracy. Is displaced, and this error cannot be absorbed.

Accordingly, an object of the present invention is to make it easier to mount a deck plate and a metal formwork, to eliminate concrete leakage at the time of casting, and to make the thickness of the floor slab economical in proportion to the load bearing capacity. A joint structure between a panel-type structural floor and a steel frame-type structural floor in a multi-story building that can be freely set, accurately absorbs the difference between the level in the height direction of the girders and the horizontal position, and accurately prevents rain from entering. It is to provide.

[0008]

The joint structure of the present invention will be described with reference to the accompanying drawings (FIG. 2). In joining a panel-type structural floor 40A in which a structural frame is arranged to form a structural frame and a steel-type structural floor 40B in which a structural frame is constituted by columns and beams and a decorative wall panel 50 is arranged on the outer periphery, a panel-type structural floor is used. A thread member 44 made of a channel steel is inserted between 40A and the steel structure floor 40B, and a web 44a of the thread member 44 is vertically arranged toward the inside of the building, and the upper flange 44b and the lower part of the thread member 44 are arranged vertically. The opening 44d between the side flanges 44c is opened toward the outside of the building, the lower end of the assembly panel 17 of the panel-type structural floor 40A is bolted to the upper flange 44b of the through member 44, and the steel-frame-type structural floor 40B. H Web 4 of girder 45 made of shaped steel
5a, the inner end of the metal joint 46 is horizontally fixed at a required height level, and the outer material 4
4, the lower flange 44c is bolted, and the deck plate 47 for placing the floor slab of the panel type structural floor 40A is placed on the upper flange 45b of the girder 45, and the steel frame type structural floor 40B
The decorative wall panel 5 is attached to the body rim 49 erected between the pillars 48, 48.
0 is fixed.

In the above joining structure, the height adjusting liners 51, 52 are inserted between the lower flange 44c of the through member 44 and the outer end of the joining hardware 46, and each of the height adjusting liners 51, 52 is inserted. Connecting bolts 5 in bolt holes 58 and 59
3 can be penetrated. Further, the bolt hole 54 at the outer end of the metal joint 46 can be formed in a slot shape that is long in the horizontal direction inside and outside. Furthermore, an opening 44d between the upper flange 44b and the lower flange 44c of the thread member 44.
The decorative wall panel 50 may be disposed so as to close the wall, and the drain plate 55 may be disposed in a gap between the upper end portion of the decorative wall panel 50 and the upper flange 44b of the through member 44.

[0010]

DESCRIPTION OF THE PREFERRED EMBODIMENTS The assembled panel 17 used in the illustrated embodiment is the same as that used in the multi-story building of the prior application. As shown in FIG. 4 and FIG. 5, the assembled panel 17 is formed by arranging frame members such as the vertical frame member 1 and the horizontal frame member 2 made of lightweight channel steel so that the webs 1a and 2a are oriented in the panel thickness direction. The frame members are arranged and joined in a rectangular shape by an L-shaped joint fitting 5 attached to the webs 1a and 2a and the high-strength bolts 11 to form a structural frame that bears a vertical load and an out-of-plane load. I do. As the lightweight channel steel, a channel steel with a lip is used, and the structural frame is divided into a pair of left and right vertical frame members 1, 1 and a pair of upper and lower horizontal frame members 2, 2, an intermediate horizontal frame member 3, and two upper and lower frames. And intermediate vertical frame members 4 and 4. The outer flange 1b of the vertical frame member 1, the outer flange 2b of the horizontal frame member 2, the outer flange 3b of the intermediate horizontal frame member 3 and the outer flange 4b of the intermediate vertical frame member 4 are located in the same vertical plane. Inner flange 1c, inner flange 2c of horizontal frame member 2, intermediate horizontal frame member 3
And the inner flange 4c of the intermediate vertical frame member 4 are located in the same vertical plane.

A brace 13 for resisting an in-plane load is incorporated in the assembly panel 17. The brace 13 of the round steel bar is provided in two crosses in an X shape in a plane surrounded by the upper half portion of the vertical frame members 1 and 1, the upper horizontal frame member 2 and the middle horizontal frame member 3, and In the plane surrounded by the lower half of the vertical frame members 1, the lower horizontal frame member 2, and the intermediate horizontal frame member 3, two X-shaped cross members are provided. Joint 5 between upper horizontal frame member 2 and vertical frame member 1
, A brace mounting plate 14 is welded, and an end of the brace is welded to the front side of the brace mounting plate 14.

As the exterior material 6, an iron plate lined with a gypsum board 7 is used, and the outer flange 1b of the vertical frame material 1, the outer flange 2b of the horizontal frame material 2, the outer flange 3b of the intermediate horizontal frame material 3, and the intermediate vertical frame. A peripheral bent portion of the exterior material 6 is attached to the outer flange 4 b of the material 4 and is fixed to the lip 2 d of the horizontal frame material 2 by a tapping screw 9. The fixing position of the exterior material 6 is not limited to this, and an appropriate position of the outer flange of each frame material is arbitrarily selected. Gypsum board is used as the interior material 8 and is attached to the inner flange 1c of the vertical frame material 1, the inner flange 2c of the horizontal frame material 2, the inner flange 3c of the intermediate horizontal frame material 3 and the inner flange 4c of the intermediate vertical frame material 4. Each frame member is fixed to an appropriate position on an outer flange of the frame member by a tapping screw 10.

As shown in FIGS. 6 to 8, an L-shaped joint fitting 5 formed by cutting an angle steel material into an appropriate width is used for bolt joining of the vertical frame member 1 and the horizontal frame member 2. The metal fitting 5 is attached to the web 1a of the vertical frame material 1 and the web 2a of the horizontal frame material 2, and the joining metal fitting 5 and the high-strength bolts 11, 11 passed through the bolt holes of the webs 1a, 2a have vertical frames. Opening between the inner and outer flanges 1b and 1c of the material 1;
The nuts 12, 12 inserted from the openings between b, 2c are screwed. Bolts and bolts must be
The nut is tightened to a predetermined torque by a torque wrench, and the vertical frame member 1 and the horizontal frame member 2 are joined with high strength.

As shown in FIG. 9 and FIG.
Upper and lower two joint fittings 5 are prepared at the joint between the and the vertical frame member 1. The vertical piece 5b of each of the upper and lower joints 5 is
It is bolted to the vertical frame 1. Upper joint fitting 5
Has a slightly reduced width dimension, the horizontal piece portion 5a is inserted into the end of the intermediate horizontal frame member 3, and is in contact with the upper surface side of the web 3a of the intermediate horizontal frame member 3. The horizontal piece 5a of the lower joint 5 is attached to the lower surface side of the web 3a of the intermediate horizontal frame member 3, and the high-strength bolt 11 passed through these horizontal pieces 5a, 5a and the bolt holes of the web 3a The nut 12 is screwed into the opening between the inner and outer flanges 3b and 3c of the intermediate horizontal frame member 3. The bolts and nuts are tightened by a torque wrench, and the upper and lower two joint fittings 5, 5 are joined to the intermediate horizontal frame member 3. A brace mounting plate 14 is welded to each of the upper and lower joints 5, and the brace attachment plate 1 of the upper joint 5 is welded.
The brace 13 is welded to the back side of 4.
A brace 13 is welded to the front side of the brace mounting plate 14 of the lower joint fitting 5.

As shown in FIG. 11 to FIG.
When the bolts are connected to the intermediate vertical frame member 4,
Are attached to the web 2a of the horizontal frame member 2 and the web 4a of the intermediate vertical frame member 4, and the high-strength bolts 11, 11 passed through the joint fitting 5 and the bolt holes of the webs 2a, 4a have horizontal frame members. 2 nut 1 inserted through the opening between the inner and outer flanges 2b and 2c, and the opening between the inner and outer flanges 4b and 4c of the intermediate vertical frame member 4.
2 and 12 are screwed together. The bolts and nuts are tightened by a torque wrench, and the vertical frame member 1 and the intermediate horizontal frame member 3 are joined.

As shown in FIGS. 14 and 15, when the intermediate horizontal frame member 3 and the upper and lower two intermediate vertical frame members 4 and 4 are bolted together, two upper and lower metal fittings 5 are used. Each fitting 5
Is attached to the web 4a of the intermediate vertical frame member 4 and the high-strength bolt 11 passed through the joint fitting 5 and the bolt hole of the web 4a has
The nut 12 inserted through the opening between the inner and outer flanges 4b and 4c of the intermediate vertical frame member 4 is screwed. The bolts and nuts are tightened by a torque wrench, and each joint fitting 5 is joined to the intermediate vertical frame member 4. The lower joint 5 is attached to the web 3a of the intermediate horizontal frame 3, and the upper joint 5 is attached to the lips 3d of the intermediate horizontal frame 3, and the upper and lower joints 5, 5 and the web 3a. A high-strength bolt 11 having an axial length passed through the bolt hole of
2 is screwed. The bolts and nuts are tightened by a torque wrench, and the two joining fittings 5, 5 are joined to the intermediate horizontal frame member 3.

As shown in FIGS. 16 and 17, two braces 13, 13 which cross each other by being shifted back and forth by an amount corresponding to the thickness of the brace mounting plate 14, are formed by the web 4 of the intermediate vertical frame member 4.
a through the vertically long opening 15 provided in the a. As shown in FIG. 18, the backing material can be removed from the exterior material 6 and directly attached to the surface side of the structural frame. As shown in FIG. 19, a lightweight channel steel without a lip can also be used. As shown in FIG. 20, a heat insulating material 38 may be provided in the hollow portion 16 sandwiched between the interior material 8 and the exterior material 6. The brace can be omitted if necessary.

In the embodiment shown in FIG. 1, a multi-story building 4
Numeral 0 denotes a three-story building, in which the assembled panel 17 with braces is used as a panel for configuring the roof and walls of the panel-type structural floor 40A. The roof can be chevron, single-sided or flat roof. The upper flange 44b of the threading member 44 is attached to the assembled panel 1 of the panel type structural floor 40A.
7, a connection fitting 2 with a nut fixed in the lower horizontal frame member 2
Facing one. The connecting metal fitting 21 with a nut is made by cutting a channel steel into an appropriate width dimension. The connecting metal fitting 21 has a web 21a abutting on the lips 2d, 2d of the horizontal frame member 2, and a tip of the flanges 21b, 21c. Are welded to the lower horizontal frame member 2 in a state of contact with the web 2a of the horizontal frame member 2, and the nut 22 is welded to the web 21a. A spacer 57 is inserted between the upper flange 44b of the threading member 44 and the web 21a of the connection fitting 21 with a nut.
The nut 22 of the connection fitting 21 with a nut is provided with a through member 44.
A high-strength bolt 56 is screwed from an opening 44d between the upper flange 44b and the lower flange 44c through a bolt hole 60 of the upper flange 44b and a bolt hole of the spacer 57. The bolt 56 is tightened to a predetermined torque by a torque wrench, and the panel type structural floor 40A and the through member 44 are joined.

The metal fitting 46 is formed of an angled steel,
The lower flange 44c of the through member 44 faces the horizontal plate portion 46a. The horizontal plate portion 46a and the vertical plate portion 46 of the joint hardware 46
The mounting plate 61 is welded to the inner end surface of the b. Two types of joining hardware 46 are prepared, one having a short length in the inward and outward directions and one having a long length. The mounting plate 6 of the longer joining hardware 46
1 is attached to the web 45a of the girder 29,
The high-strength bolt 64 and the nut 65 that pass through the bolt hole 62 of the web 45a and the bolt hole 63 of the web 45a are fixed to the girder 45 by tightening with a torque wrench. The mounting plate 61 of the shorter metal fitting 46 is attached to the outer flange 48b of the column 48 made of an H-shaped steel, and the high-strength bolt 6 passes through the bolt hole 62 of the mounting plate 61 and the bolt hole 68 of the outer flange 67b.
4 and the nut 65 are fixed to the column 48 by tightening with a torque wrench. The positions of the bolt holes 63 of the girders 45 and the bolt holes 68 of the columns 48 can be appropriately changed in the vertical direction, thereby minimizing the thickness of the floor slab 66 of the panel-type structural floor 40A to a minimum. Can be.

The body edge 49 is made of channel steel, and the bolt 67
Alternatively, the inner flange 49b is fixed to the outer flange 48b of the column 48 by welding. The decorative wall panel 50 is fixed to the outer flange 48c of the rim 49 by a predetermined fixing tool 69 such as a bolt. A deck plate 47 and a mold metal fitting 70 are attached to the upper flange 45b of the girder 45, and a floor slab 66 having a required thickness is formed by casting concrete. The upper height adjustment liner 51 has a cam slope 51a on the lower surface side, and the lower height adjustment liner 52 has a cam slope 52a on the upper surface side. Therefore, after the height adjustment liners 51 and 52 are relatively moved in the horizontal direction inside and outside, the high-strength bolt 53 and the nut 71 are moved.
By using a torque wrench to
Height level is adjusted within a certain range. The horizontal position of the threading member 44 in the inner and outer directions is the bolt hole 5 of the joint hardware 46.
4 can be changed. The bent upper end portion of the drain plate 55 is fixed to the lower horizontal frame member 2 of the assembly panel 17 by welding or the like, and a seal member 72 is inserted between the drain plate 55 and the assembly panel 17. The lower end of the draining plate 55 extends to the front side of the upper end of the decorative wall panel 50, and a seal member 73 is inserted between the drainer plate 55 and the decorative wall panel 50. This prevents rain from entering the interior space of the decorative wall panel 50.

As shown in FIGS. 21 and 22, the upper threading member 19 is formed of a channel steel with a lip 19d, the web 19a is disposed along the width direction of the wall constituting panel 17, and the upper flange 19b is formed. Is attached to the lower flange 2c of the outer horizontal frame member 2 of the roof component panel 17, and the lower flange 19c is fixed to the upper horizontal frame member 2 of the wall component panel 17. Is attached to
The lower flange 19c is a lip 2d of the upper horizontal frame member 2 and 2d.
It is located between. The connection metal fitting 21 with a nut is formed by cutting a channel steel into an appropriate width, and the connection metal fitting 21 is formed of a web 21a having a lip 2d of the upper horizontal frame material 2,
2d, the flanges 21b, 21c are welded to the upper horizontal frame member 2 in a state where the tips of the flanges 21b, 21c are in contact with the web 2a of the upper horizontal frame member 2. The nut 22 is welded to the lower surface of the web 21a.

The high-strength bolts 24 passed through the bolt holes in the upper flange 19b of the upper pass-through member 19 and the lower flange 2c of the outer lateral frame member 2 are connected to the upper and lower flanges 19 of the upper pass-through member 19.
The nut 25 is screwed into the opening between the b and 19c. The nut 19 of the connection fitting 21 is attached to the flange 19c.
The high-strength bolt 23 is screwed from the bolt hole. These bolts and nuts are tightened with a torque wrench, and the roof component panel 17 and the wall component panel 17 are joined to the upper pass-through 19.

[0023]

According to the joint structure of the present invention configured as described above, the through member 44 is connected to the girder 45 of the steel structure floor 40B.
A metal fitting 46 for connecting to the inner beam is fixed to the web 45a of the girder 45 made of H-section steel at an inner end thereof, and the metal fitting 46 may protrude into the upper surface space of the upper flange 45b of the girder 45. There is no panel-type structural floor 40
At the time of placing the concrete in the floor slab 66 of A, the installation work of the deck plate 47 and the metalwork 70 for the formwork is easily and easily performed. Deck plate 47 and formwork hardware 70
Is not complicated, and it is not necessary to provide notches in the deck plate 47 and the mold metalwork 70 for avoiding interference with the metal joints, so that the problem of concrete leakage at the time of slab concrete casting is also solved. Also, the girders 4 of the joint hardware 46 are used.
The thickness of the floor slab 66 can be set to an appropriate thickness in accordance with the load-bearing capacity by changing the fixing position of the floor slab 5 in the up-down direction, and the floor can be economically designed.

The through member 44 made of a channel steel is formed by a web 44.
a is vertically arranged toward the inside of the building, and an opening 44d between the upper flange 44b and the lower flange 44c is opened toward the outside of the building. The upper flange 44b and the assembly panel 17 Since both the bolt connection and the bolt connection between the lower flange 44c and the connection hardware 46 are performed through the outward opening 44d, the installation of the deck plate 47 and the like is performed at any time regardless of the bolt connection. be able to. When the height adjusting liners 51, 52 are inserted between the lower flange 44 c of the through member 44 and the outer end of the metal joint 46, the liners 51, 52 are guided horizontally by the joint bolts 53 while the liners 51, 52 are being guided horizontally. By driving in the direction shown in FIG.
Can be adjusted within a certain range, even if the construction accuracy of the girder 45 is shifted in the height direction, the error can be accurately absorbed.

Further, when the bolt hole 54 at the outer end of the metal joint 46 is formed in a long slot shape in the inner and outer horizontal directions, the threading member 44 is moved along the bolt hole 54 so as to pass through the metal joint 46. Since the horizontal position of the member 44 can be adjusted within a certain range,
Even if the construction accuracy of 5 is shifted in the horizontal direction inside and outside, the error can be accurately absorbed. The decorative wall panel 50 is disposed so as to close the opening 44d between the upper flange 44b and the lower flange 44c of the threading member 44, and the decorative wall panel 5
When the drain plate 55 is arranged in the gap between the upper end of the zero and the upper flange 44b of the threading member 44, it is possible to reliably prevent rain from entering.

[Brief description of the drawings]

FIG. 1 is a perspective view of a multi-story building according to an embodiment of the present invention.

FIG. 2 is an enlarged vertical sectional view of a pointing circle A portion of FIG.

FIG. 3 is a plan view showing a positional relationship among columns, girders, joint hardware, and threading members in the multi-story building.

FIG. 4 is a front view of an assembled panel used for the multi-story building.

FIG. 5 is a right side view of the assembly panel.

FIG. 6 is an enlarged front view of a portion indicated by a circle B in FIG. 4;

FIG. 7 is a sectional view taken along line GG of FIG. 6;

FIG. 8 is a sectional view taken along line HH of FIG. 6;

FIG. 9 is an enlarged front view of a pointing circle C portion of FIG. 4;

FIG. 10 is a sectional view taken along line II of FIG. 9;

FIG. 11 is an enlarged front view of a pointing circle D in FIG. 4;

FIG. 12 is a sectional view taken along line JJ of FIG. 11;

FIG. 13 is a sectional view taken along the line KK of FIG. 11;

FIG. 14 is an enlarged front view of a portion indicated by a circle E in FIG. 4;

FIG. 15 is a sectional view taken along line LL of FIG. 14;

FIG. 16 is an enlarged front view of a pointing circle F portion of FIG. 4;

FIG. 17 is a sectional view taken along the line MM of FIG. 16;

FIG. 18 is a partial longitudinal sectional view of another assembled panel used in the multistory building of the present invention.

FIG. 19 is a partial longitudinal sectional view of still another assembled panel used in the multistory building of the present invention.

FIG. 20 is a partial longitudinal sectional view of still another assembled panel used in the multistory building of the present invention.

FIG. 21 is a front view of a joint part between a roof part and a wall part panel in the flat roof type multi-story building of the present invention.

FIG. 22 is a sectional view taken along line NN of FIG. 21. FIG. 7 is a partial vertical cross-sectional view of a building panel according to yet another embodiment of the present invention.

FIG. 23 is a longitudinal sectional view showing a joint structure between a panel type structural floor and a steel frame type structural floor in a conventional multi-story building.

[Explanation of symbols]

 DESCRIPTION OF SYMBOLS 1 Vertical frame material 2 Horizontal frame material 3 Intermediate horizontal frame material 4 Intermediate vertical frame material 5 Joining metal 6 Exterior material 7 Backing material 8 Interior material 9 Exterior material fixing screw 10 Interior material fixing screw 11 High strength bolt 12 Nut 13 Brace Reference Signs List 14 Brace mounting plate 15 Vertical opening of intermediate vertical frame material 16 Hollow portion of structural frame 17 Building panel 18 Foundation 19 Upper pass-through 20 Lower pass-through 21 Nut connection fitting 22 Nut of connection fitting 23 High-strength bolt 24 High-strength bolt Reference Signs List 25 nut 26 high-strength bolt 27 anchor bolt 28 nut 29 girder of steel structure floor 30 lower threading member 31 foundation 32 high-strength bolt 33 spacer 34 coupling bracket 35 high-strength bolt 36 high-strength bolt 37 spacer 38 thermal insulation 39A panel-type structure Floor 39B Steel structure floor 40A Panel structure floor 40B Steel structure floor 41 Deck Rate 42 Hardware for formwork 43 Floor slab 44 Pass-through material 45 Steel beams of steel structure floor 46 Joint hardware 47 Deck plate 48 Column of steel structure floor 49 Body edge 50 Decorative wall panel 51 Height adjustment liner 52 Height adjustment Liner 53 High-strength bolt 54 Bolt hole of joint metal 55 Drain plate 56 High-strength bolt 57 Spacer 58 Bolt hole of height adjustment liner 59 Bolt hole of height adjustment liner 60 Bolt hole of threading material 61 Mounting of joint metal Plate 62 Bolt hole of mounting plate 63 Bolt hole of girders 64 High-strength bolt 65 Nut 66 Floor slab 67 Bolt for fixing 68 Bolt hole of pillar 69 Fixture 70 Metal fitting for formwork 71 Nut 72 Sealing material 73 Sealing material

Claims (4)

[Claims] 1. A panel-type structural floor in which an assembling panel that bears a vertical load and a load in an out-of-plane direction is arranged on an outer peripheral portion to form a structural frame, and a structural frame is formed by columns and beams, and a decorative wall is formed on the outer periphery. At the time of joining with the steel structure floor where the panels are arranged, insert a channel material made of channel steel between the panel structure floor and the steel structure structure floor, and turn the web of the material vertically toward the inside of the building Arrange, open the opening between the upper flange and lower flange of the threading material to the outside of the building, bolt the lower end of the assembly panel of the panel type structural floor to the upper flange of the threading material, steel frame type The inner end of the joint is fixed horizontally to the web of the girder made of H-section steel on the structural floor at the required height level, and the lower flange of the through member is bolted to the outer end of the joint, and the beam Placing a floor slab on the panel type structural floor on the upper flange A joint structure between a panel-type structural floor and a steel-type structural floor in a multi-story building, characterized by mounting a deck plate and fixing a decorative wall panel to a rim of a steel-structured floor. 2. A height adjusting liner is inserted between a lower flange of a through member and an outer end of a metal joint, and a joining bolt is passed through a bolt hole of the height adjusting liner. The joint structure according to claim 1, wherein 3. The joint structure according to claim 1, wherein the bolt hole at the outer end of the metal joint is formed in a slot shape extending in the horizontal direction inside and outside. 4. A decorative wall panel is arranged so as to close an opening between an upper flange and a lower flange of a threading material, and a drain plate is arranged in a gap between an upper end of the decorative wall panel and an upper flange of the threading material. The joint structure according to claim 1, 2 or 3, wherein: