JP3516930B2 - Skeleton infill compatible reinforced concrete frame - Google Patents

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a skeleton-infill-compatible reinforced concrete frame structure that can accommodate future changes in floor plans.

[0002]

2. Description of the Related Art For example, a reinforced concrete frame frame such as an apartment house,
Or, in a structure with a flat slab structure, when trying to increase the degree of freedom of the plane section in order to accommodate future changes in the floor plan (skeleton infill), as shown in Fig. 10, two horizontal directions Of the columns that should be placed at regular intervals, omit some of the columns indicated by the chain double-dashed line, and replace the vertical and horizontal loads that the columns should bear with seismic resistant elements such as load bearing walls. It is possible.

In this case, the seismic resistant elements instead of the omitted pillars are often arranged as a core incorporating an elevator shaft or a staircase in a part of a plane, but the core is the whole structure. Composed of multi-story earthquake-resistant walls,
Since it is necessary to secure seismic performance in two horizontal directions, the seismic walls are placed so as to face in two directions, which limits the plan and limits the flexibility in changing the floor plan.

As a method for ensuring the seismic performance of the frame without disposing a core, for example, Japanese Patent No. 1721446, No. 1
For beams on the upper floor and beams on the lower floor, such as 750188,
By fixing the wall plates separated from each other and interposing a material that generates a damping force such as a viscoelastic body or viscous fluid between both wall plates, an earthquake resistant wall is additionally treated for the frame of columns and beams, There is a method to ensure the seismic performance of the necessary parts inside.

However, in order to secure the rigidity of the wall plates, it is necessary to drive anchors to the beams in order to rigidly join the fixed ends of both wall plates to the beams. Since the integration into the frame becomes complicated,
It is difficult to freely remove the wallboard and relocate it when it is necessary to change the position of the wallboard after it is installed in the frame.

In both the method of arranging the core and the above method, the layout is substantially determined by the arrangement of the seismic resistant elements.
Once the structure is put in use, it is not possible to deal with free change of the floor plan in the future.

In view of the above background, the present invention proposes a reinforced concrete frame structure that can freely cope with future changes in the floor plan and can follow the relocation of the seismic resistant elements accordingly to ensure seismic performance. is there.

[0008]

According to the present invention, the seismic performance of the frame is secured by the removable brace, and the brace can be removably installed in any unit frame including adjacent columns of the frame. , Without omitting pillars that should be placed at regular intervals in two horizontal directions,
While responding to future changes in the floor plan, seismic performance will be ensured by following the changes in the layout of seismic elements that accompany the changes.

The floor plan is divided by, for example, arranging a partition wall for a predetermined column division, and the seismic performance of the frame is secured by installing braces as seismic resistant elements in the partition wall. The layout plan is changed by changing the layout of the partition walls, but by moving the braces following the change of the layout of the partition walls, the seismic performance deterioration due to the change of the layout plan can be avoided.

Removably installing a brace on an arbitrary unit frame is a column joint for joining adjacent columns to upper and lower beams or gusset plates to which the ends of the brace are connected to upper and lower slabs. It becomes possible by fixing the metal and the metal joint for beam. The braces are detachably connected to the pillar and beam joints, so that the braces can be incorporated into the unit frame and separated from the unit frame, and future floor plans can be changed. It will be possible to deal with the relocation of seismic elements when they occur.

[0011] In Rukoto column for joining hardware especially is fixed to the head and foot end of the column, will be pillars for joining fittings are disposed facing the inner periphery of the unit frame, the beam for joining hardware beamed It is continuously over the entire length or intermittently arranged, Rukoto and併
In addition to installing the brace on the entire surface of the unit frame, it is possible to install the brace on any part of the entire surface of the unit frame. The degree of freedom in use of the partition wall can be ensured, for example, by forming an opening for the entrance and exit at the position.

In this case, by removing the joint between the column and the beam in which the main bars of the beam are mixed, the fixing of the column joint does not affect the reinforcement of the reinforcing bar in the joint. Therefore, the proof stress of the joint is kept sound.

Even when the beam joint metal is fixed to the position where the end of the beam or slab near the column is removed as described in claim 2 , the column joint metal is fixed to the head and leg of the column. If this is the case, this is equivalent to arranging the joint hardware on the entire circumference of the unit frame as a whole, so that the degree of freedom for installing the brace at any position in the unit frame is maintained.

In this case, the beam joint metal is fixed at a position where the end of the beam or slab near the column where the yield hinge is easily formed is removed, so that the bracing of the brace is caused by the horizontal force input to the frame during an earthquake or the like. When an excessive load is applied to the joint between the end, the pillar, the beam, and the slab, and there is a possibility that the skeleton will be damaged, the effect is avoided.

[0015] By capable of bridging the brace to any region of claim 1 in the unit frame, with the change of the floor plan split, there is a possibility that the change occurs in the two directions of the seismic performance in rack構全body Even in this case, by adjusting the installation area of the brace for each unit frame, it is possible to avoid the deviation of the seismic performance after the floor plan change.

Assembling the brace into the unit frame is as follows.
It is carried out by joining a gusset plate to the column-fixed metal fittings and beam-fixed metal fittings that have been fixed in advance, and connecting the ends of the braces to the gusset plates. Separation from the unit frame is performed by separating the brace from the gusset plate and then separating the gusset plate from the metal fitting, or by leaving the gusset plate on the metal fitting and separating the brace from the gusset plate. The work of is simplified, and it becomes easy to deal with changes in floor plans.

If the gusset plate can be placed in the partition wall and the projection of the gusset plate on the joint metal does not hinder the finish, the gusset plate should be integrated with the joint metal. Since no hindrance is caused by the above, the gusset plate can be previously integrated with the metal joint by welding or the like as described in claim 4 .

In this case, the assembly of the brace into the unit frame is performed only by connecting the ends of the brace to the gusset plate, and the separation from the unit frame is performed by separating the brace from the gusset plate. The work of integration into and separation from is further simplified.

When the gusset plate is joined to the metal joint when the brace is assembled and separated from the metal joint when the brace is separated, the gusset plate and the metal joint are bolted so that bolts can be joined as described in claim 3. The holes are formed, and the gusset plate is detachably joined to the joint metal.

When the brace is connected to any side of the column, the column joint metal fittings are oriented in two horizontal directions, and when the brace is connected to both upper and lower surfaces of the beam, the beam joint is connected. hardware from that facing the upper and lower direction, closing the burying operation to handle and the frame corresponding to the cross-sectional shape of the overall columns and beams pillars for joining hardware and beams for bonding hardware as claimed in claim 5 It is rational to form the cross section.

In this case, since the resistance force from the brace can be dispersed and transmitted to a part of the column and the beam corresponding to the axial length of the metal joint, the structure is locally damaged. It also has the effect of restraining the concrete and increasing its yield strength by surrounding the concrete of the columns and beams. Even in the case of a flat slab structure in which the beam is absent, local damage to the concrete of the slab and the effect of restraining the concrete are exhibited if the beam joint metal has a closed cross-section.

When a brace-type damper in which a damper is incorporated in the brace body is used as a brace, the brace body is of a type that resists horizontal force while generating a damping force when the body is deformed as described in claim 6 . Since the resistance is relaxed, it is possible to avoid a situation in which an excessive load is applied from the brace to the body, and at the same time, it is possible to absorb energy during an earthquake and suppress the sway of the frame at an early stage.

When a brace-type damper is used as the brace, the brace is arranged, for example, on both sides of the unit frame, or on one side, and the rigidity of the beam or slab decreases in the region where the brace is absent. When the amount of deformation of the damper itself does not become large and the effect may not be sufficiently exerted, a stud is installed between the upper and lower beams or the slab beam joining metal fittings as described in claim 7. By doing so, the rigidity of the beam or slab is supplemented and the amount of deformation of the damper is secured.

In this case, the studs bear only the axial force,
To prevent the bending moment of the reaction force from being transmitted to the beam or slab,
It is connected to the joint hardware for both beams in a state in which a bending moment is not substantially transmitted.

[0025]

BEST MODE FOR CARRYING OUT THE INVENTION As shown in FIGS. 1 and 3, the present invention is applicable to pillars 1 and 1 constituting a unit frame including adjacent pillars 1 and 1, upper and lower beams 2 and 2, or upper and lower slabs. ,
Pillar gusset plate 4 to which the end of the brace 3 is connected
Reinforced concrete frame structure in which the column joint metal 6 and the beam joint metal 7 for connecting the beam gusset plate 5 and the beam joint metal 7 are fixed, and the brace 3 can be selectively installed detachably in any unit frame. Is.

FIGS. 1 and 3 show a case where the frame is a reinforced concrete column / beam frame structure, but it may also be a flat slab structure without a beam. In some cases, the beam is made of reinforced concrete and the column 1 is made of steel pipe concrete, and the two structures are a composite structure.

In FIGS. 1 and 3, when the beam 2 is made of reinforced concrete, in order to prevent the frame from lowering its proof strength in the event of an earthquake, the beam 2 and the slab's column 1 are removed at the positions where the ends of the beam 2 are removed. Although No. 7 is fixed , it is not necessarily limited to this position. The beam joint metal 7 is arranged between both ends of the beam 2 or continuously in a section excluding both ends, or intermittently as shown in the drawing. The pillar joint metal 6 is fixed to the pillar head and the pillar base, where the joint between the pillar 1 and the beam 2 is removed.

In FIGS. 1 and 3, when the beam 2 is made of reinforced concrete, in order to prevent the frame from being damaged by the resistance of the brace 3, the brace 3 is used to reduce the resistance of the brace 3. As a brace-type damper with a damper 32 built into the brace body 31, a brace without the damper 32 is used if measures are taken to prevent damage to the skeleton or if there is little possibility of damage. Sometimes 3 is used.

The brace type damper is composed of brace bodies 31 and 31 which are relatively movable in the axial direction and a damper 32 which is built in one of the brace bodies 31. The brace bodies 31 and 31 have a tensile force acting between both ends thereof. The damper 32 generates a damping force when moving relative to each other by a compressive force, thereby suppressing the sway of the frame and reducing the resistance force to the frame. As the damper 32, in addition to an oil damper using a viscous fluid, a damper such as a friction damper that generates a damping force by relative movement in the axial direction is used.

In the case of an oil damper, a phase difference occurs between the response of the building at the time of an earthquake and the response of the damper 32, and the response of the damper 32 does not reach the maximum at the maximum response of the building. Therefore, the resistance acting from the brace 3 to the body is increased. The force is reduced compared to other types of dampers. In this case, by forming a flow path other than the piston in the cylinder and arranging a relief valve in the flow path,
Since the damping force can be controlled so as not to exceed a certain value, the resistance force can be further suppressed.

The pillar joint metal 6 and the beam joint metal 7 are the pillar 1
The braces 3 are connected to either side of the circumference of the beam, and the braces 3 are connected to the upper and lower surfaces of the beam 2 as shown in FIGS.

When the beam joint metal 7 is intermittently arranged as shown in FIGS. 1 and 3, two braces 3, 3 are connected to the beam joint metal 7 like the upper left unit frame. Therefore, the beam joint metal 7 has a length such that the beam gusset plate 5 to which the two braces 3 and 3 are connected can be joined in the axial direction of the beam 2.

When formed into a closed cross-sectional shape, the column joint metal 6 and the beam joint metal 7 correspond to the cross-sectional shapes of the column 1 and the beam 2, for example, as shown in FIGS. 8 and 9, the column gusset plate. Although the plates 61, 71 to which the beam 4 and the beam gusset plate 5 are joined are assembled in a box shape, they may be assembled in a shape other than the box shape.

When the two gusset plates 4 and 5 are joined to the plates 61 and 71 with bolts, the two gusset plates 4 and 5 are provided with the plates 41 and 51 overlapping the plates 61 and 71 as shown in FIGS. The bolt holes 4a, 5a, 6a, 7a are opened in the plates 41, 51 and the plates 61, 71 by being integrated. Ribs 42 between the gusset plates 4 and 5 and the plates 41 and 51,
52 is joined, and the gusset plates 4 and 5 are prevented from falling.

The bolt holes 6a of the plate 61 are formed in all the plates 61 constituting the pillar joint metal 6 so that the brace 3 is connected to any side around the pillar 1, and the bolt holes 7a of the plate 71 are The upper and lower plates 71, 71 are formed so that the brace 3 is connected to either the upper or lower surface of the beam 2.

The bolt holes 6a and 7a of the plates 61 and 71 are bolt holes 4 of the plates 41 and 51 in the axial direction of the column 1 and the beam 2, respectively.
Dawn corresponding to a, 5a. In the width direction, xx of FIG.
As shown in FIG. 2 which is a sectional view taken along the line, when the braces 3 and 3 are installed to intersect with each other, the gusset plates 4 and 5 are displaced and joined together. A large number of columns 1 and beams 2 are opened in order to adjust the mounting positions of the columns 5.

The gusset plates 4 and 5 themselves have through holes 4b and 5b through which a pin 8 for joining a bracket 33 at the end of the brace 3 described later is inserted.

The bolt holes 6a and 7a of the plates 61 and 71 are internally threaded so that the bolts can be tightened from the outer peripheral side of the column joint metal 6 and the beam joint metal 7, and the plate thickness of the plates 61 and 71 is reduced. When the screwing length of the bolt is insufficient, the attachment plates 62 and 72 are joined to the back sides of the plates 61 and 71. In this case, the bolt holes 6a and 7a are formed from the plates 61 and 71 to the attachment plates 62 and 72.
Are continuously formed.

As shown in FIGS. 4- (c) and 6- (c), when the attachment plates 62 and 72 are joined to a part of the entire surfaces of the plates 61 and 71, the space between the attachment plates 62 and 72 and the plates 61 and 71 is reduced. By making a step on the
The attachment plates 62 and 72 act as shear keys for transmitting shearing force to and from the concrete. Plate 7 of beam metal fitting 7
In addition to the support plate 72, a shear key 74 is joined between the support plates 72 and 72. Fixing materials 63 and 73 such as shear connectors such as stud bolts and anchors for fixing to concrete are provided on the inner peripheral sides of the attachment plates 62 and 72.

In FIG. 4- (a), when the four plates 61 are assembled in a box shape, partition plates 64 are arranged in a grid pattern between the opposing plates 61, 61 within a range that does not interfere with the main bars of the column 1. By doing so, the tensile force from the brace 3 is dispersed and transmitted to the concrete of the pillar 1 while preventing the deformation of the plate 61, and the partition plate 64 is provided with the fixing material 63 so as to project with the concrete. Strengthening unity.

In view of the ease of engagement between the column joint metal 6 and the beam joint metal 7 with the finishing material in the state where they are fixed to the columns 1 and 2, the surfaces of the plates 61 and 71 are the surfaces of concrete. It is embedded in concrete so that it is flush with each other, but the integrity with the concrete in the fixed state is secured by the area on the inner peripheral side of the plates 61, 71 or the attachment plates 62, 72 and the fixing materials 63, 73, etc. Therefore, it does not necessarily have to be the same.

FIG. 8 shows a state when the column gusset plate 4 is joined to the column joint metal 6, and FIG. 9 shows a state when the beam gusset plate 5 is joined to the beam joint metal 7. As shown in FIG. 2, when the braces 3 and 3 are installed in the same unit frame so as to cross each other in the out-of-plane direction, the gusset plates 4 and 5 are composed of the column joint metal 6 and the beam joint metal 7. It is joined to the column-joint metal fitting 6 and the beam-joint metal fitting 7 in a state of being displaced from the center in the direction outside the plane of the unit frame. When the braces 3 and 3 do not intersect, the braces 3 and 3 are joined to the central portion in the width direction of the pillar 1 or the beam 2 as shown on the left side of FIG.

FIGS. 1 and 3 show four types of erection patterns of the brace 3 in the unit frame. When the two braces 3 and 3 are laid in the same plane in a V shape on the left two-layer unit frame, when they are laid on the entire surface of the upper unit frame, the middle of the lower unit frame It is a case where it is erected in the section and leaves openings on both sides. In the upper unit frame, the column joint metal fittings 6 and 6 of the columns 1 and 1 and the beam joint metal 7 of the lower beam 2 are used, and in the lower unit frame the upper and lower beams 2 and 2 are used. Bonding hardware 7, 7 is used.

In FIGS. 1 and 3, when the braces 3 and 3 are crossed in an X shape on the right-side two-layer unit frame, the upper unit frame is arranged close to both sides of the unit frame. The case where the opening is secured in the central portion and the case where the lower unit frame is installed on the entire surface of the unit frame is shown. Columns 1 and 1 on both sides in the upper unit frame
Column joint metal fittings 6 and 6 and upper and lower beams 2 and 2 beam joint metal joints 7 and 7 are used, and in the lower unit frame, only column joint metal pieces 6 and 6 on both sides are used. Has been done.

When the braces 3 and 3 are installed so as to intersect with each other, the gusset plates 4 and 5 are, as described above, placed on one side in the width direction of the column joint metal 6 or the beam joint metal 7 as shown in FIG. It is joined to the position.

To both ends of the brace 3, brackets 33, 33 having a shape for sandwiching the gusset plates 4, 5 are connected, and the brace 3 sandwiches the gusset plates 4, 5 in the brackets 33, 33 and penetrates both. Column joint metal 6 and beam joint metal 7 with bolts and pins 8 etc.
Detachably connected to.

When it is necessary to change the arrangement of the braces 3 due to the change of the floor plan, the braces 3 may be joined together with the gusset plates 4 and 5 or with the gusset plates 4 and 5 left untouched. Separated from
It is newly incorporated in another unit frame. Alternatively, they are reassembled in the same unit frame and are again connected to the pillar joint metal 6 and the beam joint metal 7.

For example, as in the upper right unit frame in FIGS. 1 and 3, a brace-type damper as a brace 3 is arranged close to the pillars 1, 1 on both sides or one of the pillars 1, and both ends and one end of the beam 2 are arranged. When the rigidity of the brace 3 increases and the rigidity of the region where the brace 3 is absent relatively decreases, the effectiveness of the damper 32 of the brace body 31 connected to the center side of the beam 2 may decrease. Therefore, for the purpose of ensuring the rigidity of the beam 2, the studs 9 are arranged in the central portion of the beam 2 or the like. The studs 9 are connected to the beam joint metal 5 in a state in which a bending moment is not substantially transmitted.

A partition wall is provided in the area where the brace 3 is installed.
10 is installed to avoid exposing the brace 3.

[0050]

The seismic performance of the frame is secured by the detachable brace, and the brace can be detachably installed in any unit frame including the adjacent columns of the frame, so that the columns are not omitted. While responding to future changes in the floor plan, it is possible to relocate the braces following the relocation of the seismic resistant elements that accompanies the changes, and seismic performance can be ensured even after the floor plan is changed.

Further, since the braces are detachably connected to the column-joint metal fittings and the beam-joint metal fittings, the braces can be freely incorporated into the unit frame and separated from the unit frame, and the seismic resistant element can be arranged. Instead, it can be easily dealt with.

In addition , by fixing the joint metal for a column to the head and the leg of the column, the joint metal for a beam can be arranged continuously or intermittently over the entire length of the beam, and in addition to the unit frame. Since brace can be installed in a part of the entire surface of the unit, partition walls can be used, such as forming openings at arbitrary positions in the unit frame while ensuring a certain level of seismic performance in the unit frame. The degree of freedom above can be secured.

Further, since the fixing of the metal article for the column does not affect the reinforcing bar arrangement in the joint, the strength of the joint can be kept sound.

According to the second aspect of the present invention, by fixing the beam joint metal to a position where the end of the beam or slab closer to the column is removed, the column joint metal fixed to the head and leg of the column is used as a unit. Since the brace can be installed in a part of the entire surface of the frame, it is possible to secure the degree of freedom in use of the partition wall.

Further, the beam-joining metal is fixed to a position where the end of the beam or slab near the column where the yield hinge is easily formed is removed, so that the end of the brace is joined to the column, the beam, or the slab. It is possible to avoid the case where the excessive load is applied and the structure may be damaged.

In claims 1 and 2 , since the brace can be installed in an arbitrary area within the unit frame, there is a possibility that the bidirectional seismic performance of the entire frame may change due to a change in the floor plan. Even in this case, by adjusting the installation area of the brace for each unit frame, it is possible to avoid the deviation of the seismic performance after the floor plan change.

In the third aspect , since the bolt holes are formed in the metal joint, the gusset plate can be freely attached and detached.

[0058] Since the advance integrated so the gusset plate in claim 4 in the bonding hardware, only by can be performed integration into unit frame brace connecting the ends of the brace to the gusset plates, braces units The work of assembling into the frame and separating is further simplified.

According to the fifth aspect of the present invention , since the post-joint metal fittings and the post-joint metal fittings are formed into a closed cross-sectional shape corresponding to the cross-sectional shapes of the pillars and the beams, it is easy to handle and bury them in the skeleton. Since it can be dispersed and transmitted to the section of the part, it has the effects of preventing local damage to the skeleton and increasing the proof stress of the concrete of columns and beams or slabs.

According to the sixth aspect of the present invention , since a brace type damper is used in which a damper is incorporated into a brace body of a type that resists horizontal force while generating a damping force when the body is deformed.
The resistance of the brace is relaxed, and it is possible to avoid a situation in which an excessive load is applied from the brace to the body. In addition, it is possible to absorb energy during an earthquake and suppress the sway of the structure at an early stage.

[0061] To compensate for the rigidity of the beam and the slab by bridging studs between the beams for joining hardware of claims upper and lower beams at 7 or slab, when using a brace-type damper as braces, beams and slabs It is possible to avoid a decrease in the effect of the damper due to a relative decrease in rigidity.

[Brief description of drawings]

FIG. 1 is an elevational view showing an installation pattern of braces on a frame.

FIG. 2 is a sectional view taken along line xx of FIG.

FIG. 3 is a perspective view of FIG. 1.

FIG. 4 (a) is a plan view showing an example of manufacturing a post-joint metal fitting,
(b) is a side view of (a), and (c) is an end view of (b).

5A is an elevation view showing an example of manufacturing a bracket for a pillar, FIG. 5B is a side view of FIG. 5A, and FIG. 5C is a plan view of FIG.

FIG. 6 (a) is a plan view showing an example of manufacturing a metal joint for a beam,
(b) is a side view of (a), and (c) is an end view of (b).

7A is an elevational view showing an example of manufacturing a beam bracket, FIG. 7B is a side view of FIG. 7A, and FIG. 7C is a plan view of FIG.

FIG. 8 is a perspective view showing how the pillar gusset plate is joined to the pillar joining hardware.

FIG. 9 is a perspective view showing how the beam gusset plate is bonded to the beam bonding metal article.

FIG. 10 is a plan view of a frame showing columns that are arranged at regular intervals in two horizontal directions and columns that are omitted in consideration of a change in the floor plan.

[Explanation of symbols]

1 …… Pillar, 2 …… Beam, 3 …… Brace, 31 …… Brace body, 32 …… Damper, 33 …… Bracket, 4 …… Pillar gusset plate, 41 …… Plate, 4a …… Bolt hole,
4b …… insertion hole, 42 …… rib, 5 …… beam gusset plate, 51 …… plate, 5a …… bolt hole, 5b …… insertion hole,
52 …… rib, 6 …… pillar fitting, 61 …… plate, 6a
...... Bolt hole, 62 …… Additional plate, 63 …… Fixing material, 64 …… Partition plate, 7 …… Joint metal for beam, 71 …… Plate, 7a ……
Bolt holes, 72 ... Support plate, 73 ... Fixing material, 74 ... Sheer key, 8 ... Pin, 9 ... Pillar, 10 ... Partition wall.

─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. ⁷ Identification code FI E04B 2/56 E04B 2/56 651H E04H 9/02 311 E04H 9/02 311 (56) Reference JP-A-7-331740 (JP , A) JP 2000-257158 (JP, A) JP 6-185112 (JP, A) JP 7-331739 (JP, A) JP 11-141174 (JP, A) JP 10 -184072 (JP, A) JP 2000-35018 (JP, A) (58) Fields investigated (Int.Cl. ⁷ , DB name) E04B 1 / 58,1 / 18 E04B 1 / 20,1 / 24 E04H 9/02 311,321

Claims (7)

(57) [Claims] 1. A breaker is provided on a head portion and a leg portion of a pillar constituting a unit frame including adjacent pillars of a reinforced concrete frame.
To join the gusset plate to which the end of the splice is connected
The column-joint metal fittings are fixed, and the brace is continuously or intermittently over the entire length of the upper and lower beams or the upper and lower slabs.
Join the gusset plates to which the ends of the base are connected.
A skeleton-infill-compatible reinforced concrete frame structure in which braces for beams are fixed, and braces can be removably installed in any unit frame. 2. A skeleton infill corresponding Reinforced Concrete Frames of claim 1, wherein the beam for joining hardware is being located in a section excluding the end of the column nearer. 3. The skeleton-infill compatible reinforced concrete frame structure according to claim 1 , wherein a bolt hole for joining the gusset plate is formed in the column joint metal and the beam joint metal. 4. The gusset plate is preliminarily integrated with the column-joint metal member and the beam-joint metal member , or
The skeleton / infill compatible reinforced concrete frame according to Item 2 . 5. A column for joining hardware and beams for bonding hardware skeleton infill corresponding Reinforced Concrete Frames according to any one of claims 1 to 4 is formed in a closed sectional shape. 6. brace skeleton infill corresponding Reinforced Concrete Frames according to any one of claims 1 to 5 is a brace-type damper incorporating damper brace body is laid in the unit frame. 7. A stud is erected between the upper and lower beams constituting the unit frame, or between the upper and lower slab beam metal fittings,
The skeleton-infill-compatible reinforced concrete frame structure according to claim 6, which is connected to the joint hardware for both beams.