JP2022039800A - Building structure and construction method thereof - Google Patents

Abstract

To provide a building structure capable of improving load capacity relative to a horizontal force in earthquake or storm and capable of reassuring a wide floor area where a cargo can be smoothly carried in and out.SOLUTION: A building structure 1 is a distribution center warehouse or the like in which a column group of a first floor is erected on a foundation concrete 9 and an upper story floor of second floor or higher is constructed while being supported by the column group of the first floor. The group of the first floor comprises a plurality of steel frame reinforced concrete 4 columns and a plurality of reinforced columns 5 and the columns of the upper story floor comprises reinforced columns 25, 27 and 29.SELECTED DRAWING: Figure 3

Description

The present invention relates to a building structure such as a distribution center warehouse and a construction method of this building structure.

Generally, in a building structure made of a steel structure (S structure), diagonal members (braces) are installed on a structure composed of columns and beams so as to resist horizontal forces acting during an earthquake or a storm. In such an S-structured building structure, steel columns manufactured at the factory can be continuously assembled locally from the first floor to the upper floors. For this reason, the construction period of the S-structured building structure is shorter than that of the reinforced concrete structure (RC structure), which requires the processes of reinforcing bar assembly, formwork installation, concrete placement, concrete curing, and formwork removal. This has the advantage of achieving early operation of the facility.

On the other hand, since a building structure such as a distribution center warehouse is a building that handles a large amount of a wide variety of cargo, it is a structure that can efficiently carry in, carry out, move, handle, and ship cargo. Is required. In particular, in the work space on the first floor of the distribution center warehouse, trucks park in the truck berth provided in the building and frequently carry in, carry out, move, and handle cargo, so cargo handling, vehicles, trolleys, and work are carried out between pillars. It is required to have a large space without braces that obstruct the passage of personnel.

For example, in the building structure described in Patent Document 1, the columns on the first floor are reinforced concrete columns (RC columns), and the columns and beams on the second floor and above are steel structures with braces (S structure). The building structure of Patent Document 1 uses RC columns with high rigidity and load bearing capacity on the first floor, so that a large space can be secured by making the structure without braces, and cargo can be carried in and out. , Movement, cargo handling, shipping, etc. can be performed efficiently.

Japanese Unexamined Patent Publication No. 2017-186880

However, in the RC columns on the first floor of the building structure described in Patent Document 1, in addition to the vertical force such as the own weight and the load of the upper floor, the vertical force, the shearing force, and the bending moment due to the horizontal load at the time of the earthquake act. Therefore, a large pillar cross section is required, and the floor area that can be used as a storage space or a passage for cargo on the first floor may be narrowed.
In addition, in order to construct RC columns on the first floor, reinforcement arrangement processes such as shaft reinforcing bars and force distribution bars, formwork assembly process, concrete placing process, concrete curing process, and formwork removal process are required. Construction of the upper floors above the second floor cannot be started until the predetermined compressive strength is developed, which causes a problem in terms of shortening the construction period.

Therefore, the present invention has been made in view of the above circumstances, and is a structure having an improved load capacity against a horizontal load during an earthquake or a storm, and has a wide floor that can be smoothly carried in, carried out, moved, handled, and shipped. Provide a building structure that can secure an area. Another object of the present invention is to provide a construction method for a building structure that can shorten the construction period.

In order to achieve the above object, in the building structure according to one aspect of the present invention, a group of pillars on the first floor is erected on the foundation concrete, and the pillars on the first floor support the pillars on the second floor or higher. In a building structure such as a distribution center warehouse in which a building is constructed, the columns on the first floor are composed of a plurality of steel-framed reinforced concrete columns and a plurality of steel columns, and the columns on the upper floor are composed of steel columns.

Further, in the construction method of the building structure according to the present invention, a group of pillars on the first floor is erected on the foundation concrete, and the upper floors of the second floor or higher are constructed by being supported by the group of pillars on the first floor. In the construction method of the structure, the pillar group on the first floor is composed of a plurality of steel-framed reinforced concrete pillars and a plurality of steel-framed pillars, the steel frame constituting the steel-framed reinforced concrete pillar is erected on the foundation concrete, and the steel-framed pillar is the foundation. Immediately after erection on concrete, the construction of the upper floors will be started, and the concrete part of the steel-framed reinforced concrete pillars on the first floor will be constructed in parallel with the construction of the upper floors.

According to the building structure according to the present invention, the structure has an improved load capacity against a horizontal load during an earthquake or a storm, and can smoothly carry in, carry out, move, handle, and ship cargo, and can be used as a cargo storage area. A large floor area that can be used as a passage can be secured. Further, according to the construction method of the building structure according to the present invention, in addition to the above-mentioned effect of the building structure, the construction period can be shortened.

It shows the plan view of the building structure of 1 Embodiment which concerns on this invention. It is a figure which shows the steel-framed reinforced concrete column which stands on the 1st floor of the building structure of 1 Embodiment. FIG. 1 is a view taken along the line AA of FIG. It is a BB line arrow view of FIG. 1. It is a flowchart which shows the construction method of the building structure of 1 Embodiment which concerns on this invention. In the construction method of the building structure of 1 embodiment, the steel-framed reinforced concrete column on the first floor is positioned at a predetermined installation location and the anchor bolts are arranged (a), and the anchor bolts are engaged with the positioned anchor bolts. It is a figure which shows the state which arranges the shaft bolt installation frame, and is performing the positioning of the base shaft bolt. It is a figure which shows the steel frame unit used in the construction method of the building structure of 1 Embodiment.

Next, an embodiment according to the present invention will be described with reference to the drawings. In the description of the drawings below, the same or similar parts are designated by the same or similar reference numerals. However, it should be noted that the drawings are schematic, and the relationship between the thickness and the plane dimensions, the ratio of the thickness of each layer, etc. are different from the actual ones. Therefore, the specific thickness and dimensions should be determined in consideration of the following explanation. In addition, it goes without saying that the drawings include parts having different dimensional relationships and ratios from each other.

Further, the embodiments shown below exemplify devices and methods for embodying the technical idea of the present invention, and the technical idea of the present invention describes the material, shape, structure, and arrangement of constituent parts. Etc. are not specified as the following. The technical idea of the present invention may be modified in various ways within the technical scope specified by the claims described in the claims.
Here, steel-framed reinforced concrete columns are referred to as SRC columns, steel columns are referred to as S columns, filled steel column columns in which steel pipes are filled with concrete are referred to as CFT columns, steel-framed floor beams are referred to as S floor beams, and steel-framed ceiling beams. Is referred to as an S ceiling beam.

[Columns on the first floor of a building structure]
FIG. 1 shows a plan view of a building structure 1 according to an embodiment of the present invention, in which the building structure 1 is a four-story building provided with track berths 2A and 2B along the longitudinal direction of the building. It is a distribution center warehouse. The left side of FIG. 1 shows only the first floor excluding the upper floors of the building structure 1, and is a concrete floor formed as a work place on the first floor by trucks (not shown) entering and exiting the truck berths 2A and 2B. A large number of cargoes are carried in and out on the surface 3. Further, the right side of FIG. 1 shows the roof 31 of the four-story building structure 1.

The pillar group on the first floor is erected from the floor surface 3 between a plurality of SRC pillars 4 erected from the concrete floor surface 3 and arranged in a grid pattern and the SRC pillars 4 arranged in a grid pattern. It is composed of a plurality of S pillars 5 and the like.
A wall 6 shown by a solid line in FIG. 1 or a shutter 7 shown by a broken line in FIG. 1 is arranged between a pair of adjacent SRC pillars 4 and 4, and a fire protection section is formed by the plurality of walls 6 and the shutter 7. Has been done.

Here, in the column group on the first floor, the ratio of the SRC columns 4 arranged in a grid pattern to the total number of SRC columns 4 and S columns 5, and the column base when the horizontal force step is added to the building structure model. The relationship with the number of load steps in which the first plastic hinge is generated is that the number of load steps is 34 when the ratio of SRC columns 4 is 41%, and the number of load steps is 34 when the ratio of SRC columns 4 is 56%. When the number is 80 and the ratio of the SRC pillars 4 is 100%, the number of load steps is 81.

In the seismic design for the horizontal load at the time of an earthquake for the building structure 1, the load step corresponding to the horizontal load at the time of the level 1 earthquake motion (medium-scale earthquake motion) is the number of load steps 30. Therefore, when the ratio of the SRC columns 4 on the first floor where the load step where the plastic hinge is first generated is the load step 34 is 41%, the plastic hinge is generated at the load step number 30 corresponding to the level 1 seismic motion. However, the building structure 1 is in the elastic range, and the verification against the level 1 seismic motion is judged to be suitable. The margin at this time is 34/30 = 1.1 times.
Further, the load step corresponding to the horizontal load at the time of level 2 earthquake motion (large-scale earthquake motion) is the number of load steps 87, and at this number of load steps, the hinge generation ratio of the pillar on the first floor is 70%. Since 30% is in the elastic range, this building structure has not reached the extreme state, so it is judged that the verification against Level 2 seismic motion is suitable.

On the other hand, in this building structure 1, when the ratio of the SRC columns 4 on the first floor is further increased to 56%, the number of load steps at which the first plastic hinge is generated is 80, which corresponds to a level 1 seismic motion. There is a margin of 2.7 times the number of load steps of 30. Further, when the ratio of the SRC columns 4 on the first floor is set to 100%, the number of load steps in which the first plastic hinge is generated is 81. From this, when the ratio of the SRC pillars 4 on the first floor is set to 56% or more, extremely high safety against earthquake motion can be ensured, as in the case where all the pillars on the first floor are SRC pillars.
In this way, the building structure 1 composed of a plurality of SRC pillars 4 and a plurality of S pillars 5 arranged in a grid pattern with respect to the pillars on the first floor is resistant to seismic force and horizontal force during a storm. It can be made to have sufficient load bearing performance.
For this reason, in order to ensure seismic performance, the ratio of SRC columns 4 arranged in a grid pattern to the total number of columns on the first floor should be 41% or more.

The cross-sectional dimensions of the SRC pillar 4 on the first floor of the present embodiment are 1200 mm in length and 1100 mm in width, and the occupied area is 1.32 m ² . The cross-sectional dimensions of the S pillar 5 are 550 mm in length and 550 mm in width, and the occupied area is 0.3 m ² . Therefore, since the total number of pillars on the first floor is 180, when the ratio of SRC pillars 4 is 41%, the area occupied by the pillars on the floor surface of the first floor is 180 × (0.41 × 1). .32 + 0.59 × 0.3) = 129m ² .
Since SRC columns have a steel frame inside in addition to reinforced concrete, the load generated on the columns by external forces such as own weight, load, seismic force, and storm compared to reinforced concrete columns (RC columns) when the column dimensions are the same. The resistance to (vertical force, shear force, bending moment) is about 1.5 times larger.

For this reason, when RC columns having the same cross-sectional dimensions are used instead of the SRC columns 4 of the present embodiment, all of them must be RC columns, and the occupied area of the columns at this time is 180 × 1. 32 = 237m ² .
On the other hand, when the ratio of the SRC pillar 4 of the present embodiment is 41% and the S pillar 5 is 59%, the pillar occupied area of 237-129 = 108m ² can be reduced.
In this way, the building structure 1 in which the pillars on the first floor are combined with a plurality of SRC pillars 4 and a plurality of S pillars 5 is a structure having an improved load bearing capacity against a horizontal load during an earthquake or a storm, and is a cargo. It is possible to smoothly carry in, carry out, move, handle, ship, etc., and secure a large floor area that can be used as a storage place for cargo and a passageway.

[Column / beam structure on the upper floors when the columns on the first floor are SRC columns]
FIG. 2 shows the structure of the SRC pillar 4 on the first floor, and a square steel pipe 10 rising vertically from the foundation concrete 9 on the first floor and a plurality of pipes rising from the foundation concrete 9 and arranged on the outer periphery of the square steel pipe 10. The shaft reinforcing bar 11 and a plurality of force distribution bars 12 intersecting the shaft reinforcement 11 and arranged on the outer periphery of the square steel pipe 10, and the shaft reinforcing bar 11 and the force distribution bar 12 are embedded and placed on the outer periphery of the square steel pipe 10. The concrete portion 13 and the concrete portion 13 are provided.
Anchor plates 14 are fixed to the lower ends of the square steel pipe 10 to close the openings, and anchor bolts 22 rising from the standing position of the SRC columns 4 of the foundation concrete 9 penetrate the anchor plates 14 and are fixed. , The square steel pipe 10 rises vertically from the foundation concrete 9. The floor slab concrete 21 forming the floor surface 3 is laid on the foundation concrete 9.

A plurality of stud gibber 15s are erected by welding on the upper outer circumference of the square steel pipe 10, and the upper end side of the shaft reinforcing bar 11 arranged on the outer circumference of the square steel pipe 10 is arranged so as to intersect the stud gibber 15. ing. In this embodiment, the stud gibber 15 is used as the slip prevention material, but a steel plate for slip prevention may be provided on the upper outer periphery of the square steel pipe 10.
A joint 16 is fixed to the outer periphery of the square steel pipe 10 below the stud gibber 15. A diaphragm 17 is fixed to the upper end of the square steel pipe 10 to close the opening, and an upper floor connecting steel pipe 18 having the same cross-sectional shape as the square steel pipe 10 is fixed to the diaphragm 17. The gusset plate 20 is fixed to the outer periphery on the upper side of the position where the joint 16 of the square steel pipe 10 is formed.

FIG. 3 shows a view taken along the line AA of FIG. 1, in which the CFT column 25 on the second floor 25, the CFT column 27 on the third floor, and the H-shaped steel on the fourth floor are shown above the SRC column 4 on the first floor. The S pillar 29 made of is coaxially connected.
The square steel pipe 25a constituting the CFT column 25 on the second floor has the same cross-sectional shape as the square steel pipe 10 constituting the SRC column 4 on the first floor.
The upper-floor connecting steel pipe 18 fixed to the upper end of the square steel pipe 10 of the SRC column 4 on the first floor and the square steel pipe 25a of the CFT column 25 on the second floor are fixed by welding. The upper end of the square steel pipe 25a of the CFT column 25 on the second floor and the lower end of the square steel pipe 27a of the CFT column 27 on the third floor are fixed by welding via the upper floor connecting steel pipe 32 fixed to the upper end of the square steel pipe 25a. .. The upper end of the square steel pipe 27a of the CFT column 27 on the third floor and the lower end of the S pillar 29 on the fourth floor are welded via an upper floor connecting member 35 having the same cross-sectional shape as the S column 39 fixed to the upper end of the square steel pipe 27a. It is fixed.

An S floor beam 24 on the second floor extends horizontally and is fixed to the upper part of the square steel pipe 10 of the SRC column 4 on the first floor via a joint 16. A joint 33 is also fixed to the upper part of the square steel pipe 25a of the CFT column 25 on the second floor, and the S floor beam 26 on the third floor extends horizontally and is fixed through the joint 33. A joint 36 is also fixed to the upper part of the square steel pipe 27a of the CFT column 27 on the third floor, and the S floor beam 28 on the fourth floor extends horizontally and is fixed through the joint 36. A joint 41 is fixed to the upper part of the S pillar 29 on the fourth floor, and the S ceiling beam 30 extends and is fixed in the horizontal direction through the joint 41.

The gusset plate 34 is fixed above the position where the joint 33 of the square steel pipe 25a of the CFT column 25 on the second floor is fixed. The gusset plate 37 is fixed above the position where the joint 36 of the square steel pipe 27a of the CFT column 27 on the third floor is fixed. The gusset plate 38 is fixed to the lower surface of the S ceiling beam 30. Further, although not shown in FIG. 3, the gusset plate 38 is also fixed at a predetermined position on the lower surface of the S floor beam 28 on the fourth floor.
A brace 40 is connected between the gusset plate 20 fixed to the CFT column 25 on the second floor and the gusset plate 38 fixed to the S floor beam 26 on the third floor.

The brace 40 is provided with a restraining member using a steel pipe on the outer periphery of the axial force material using the steel pipe, which allows the axial force material to be deformed in the axial direction and restrains the deformation in the direction perpendicular to the axis to prevent buckling. It is a double pipe buckling restraint brace. In addition, instead of the brace 40 of the double tube buckling restraint brace, any one of an unbonded brace, a steel brace, a steel concrete brace, and a steel mortar brace may be used.
A brace 40 is also connected between the gusset plate 34 fixed to the CFT column 27 on the third floor and the gusset plate (not shown) fixed to the S floor beam 28 on the fourth floor. Further, a brace 40 is also connected between the gusset plate 37 fixed to the S pillar 29 on the fourth floor and the gusset plate 38 fixed to the S ceiling beam 30.

In this way, the CFT pillar 25 on the second floor, the S floor beam 26 and the brace 40 on the third floor form a vertical structural surface on the second floor, and the CFT pillar 27 on the third floor, the S floor beam 28 and the brace 40 on the fourth floor. The vertical structure surface on the third floor is formed by the above, and the vertical structure surface on the fourth floor is formed by the S pillar 29, the S ceiling beam 30 and the brace 40 on the fourth floor.

[Column / beam structure on the upper floors when the columns on the first floor are S columns]
Next, FIG. 4 shows a view taken along the line BB of FIG. 1, on the upper part of the S pillar 5 on the first floor, the S pillar 42 on the second floor, the S pillar 43 on the third floor, and the fourth floor. The S pillar 44 is coaxially connected.
The S pillar 5 on the first floor is a square steel pipe, and an anchor plate 45 is fixed to the lower end of the square steel pipe to close the opening. Then, the anchor bolt 22 rising from the foundation concrete 9 penetrates and is fixed to the anchor plate 45, so that the S pillar 5 rises vertically from the foundation concrete 9.
A plurality of stud gibber 46s are driven into the outer periphery of the lower side of the S pillar 5, and the rolled concrete 47 is formed so as to embed the stud gibber 46.

An S floor beam 24 on the second floor extends horizontally and is fixed to the upper part of the S pillar 5 on the first floor via a joint 48.
The S pillar 42 on the second floor is a square steel pipe having the same cross-sectional shape as the S pillar 5 on the first floor, and the upper end of the S pillar 5 on the first floor and the lower end of the S pillar 42 on the second floor are fixed by welding. An S floor beam 26 on the third floor extends horizontally and is fixed to the upper part of the S pillar 42 on the second floor via a joint 49.
The lower end of the S pillar 43 on the third floor is fixed to the upper end of the S pillar 42 on the second floor by welding. The upper floor connecting member 50 is fixed to the upper end of the S pillar 43 on the third floor, and the joint 51 is fixed below the upper floor connecting member 50. Further, the S floor beam 28 on the 4th floor extends and is fixed in the horizontal direction through the joint 51. The upper floor connecting member 50 is an H-shaped steel, and an S column 44 on the fourth floor made of an H-shaped steel having the same cross-sectional shape is fixed to the upper end of the upper floor connecting member 50 by high-strength bolt friction joining.
A joint 52 is fixed to the uppermost portion of the S pillar 44 on the fourth floor, and the S ceiling beam 30 extends and is fixed in the horizontal direction via the joint 52.

[Effects of building structures]

In the building structure 1 of the present embodiment, the pillar group on the first floor is composed of a plurality of S pillars 5 and a plurality of SRC pillars 4, and the SRC pillars 4 have their own weight and load capacity on the upper floors. In addition to the vertical bearing capacity such as, the load bearing capacity against horizontal force during an earthquake or storm is improved. In addition, compared to the reinforced concrete columns (RC columns) used for the columns on the first floor of the conventional distribution warehouse, the SRC columns 4 have a column structure with a large load capacity, which is a combination of steel frames and reinforcing bars. Since the pillar group on the first floor consisting of 4 and S pillar 5 can reduce the occupied area of the pillar, it is possible to secure a large floor surface 3 without braces, and the building structure 1 most suitable for the distribution warehouse. Can be.

Further, the SRC pillar 4 has a larger pillar cross section than the S pillar 5, but the SRC pillar 4 is arranged in a grid pattern along the wall 6 of the fireproof section that cannot be used as a storage place or a passage for cargo, and the pillar cross section is small. Since the pillar 5 is independently erected on the floor surface 3, the area of the floor surface 3 that can be used as a storage place for cargo or a passage can be further increased.
Further, in the present embodiment, a vertical structural surface is formed by the CFT column 25 on the second floor, the S floor beam 26 on the third floor and the brace 40, and the CFT column 27 on the third floor and the S floor beam 28 and the brace 40 on the fourth floor. A vertical structure surface is formed by the above, and a vertical structure surface is formed by S columns 29, S ceiling beams 30 and braces 40 on the 4th floor, and the bending moment is reduced while slimming the columns and beam members. It has a large load bearing capacity against horizontal force during an earthquake or storm, and can be used for economical structural design.

In addition, a large compressive force acts on the columns of the vertical structure surface having the brace 40 on the 2nd and 3rd floors due to the horizontal force during an earthquake or storm, but it is used for the vertical structure surfaces on the 2nd and 3rd floors. Since the CFT columns 25 and 27 are made of columns with excellent buckling resistance by filling the insides of the square steel tubes 25a and 27a with concrete, they have a vertical structure surface with high resistance to the compressive force acting on the columns. Can be provided.
Further, the upper end of the SRC column 4 on the first floor is extended to the column base of the CFT column 25 on the second floor, and the stud gibber 15 provided on the outer periphery of the square steel pipe 10 constituting the SRC column 4 at the column base on the second floor. Since the shaft reinforcing bars 11 constituting the SRC column 4 are filled and fixed to the concrete portion 13 in a crossed state, the axial force, shearing force, and bending moment acting on the cross section of the CFT column 25 on the second floor are the shaft reinforcing bars. 11. It is transmitted to the reinforced concrete member and the square steel pipe 10 by the concrete portion 13. Therefore, the SRC pillar 4 on the first floor can reliably bear the load transmitted from the CFT pillar 25 on the second floor.

[Construction method of building structure]
Next, the construction method of the building structure 1 of the present embodiment will be described with reference to FIGS. 5 to 7.
FIG. 5 is a construction flowchart of the building structure 1 of the present embodiment.
First, in the process of step ST1, reinforcement work of the foundation concrete 9 is performed in order to form the track berths 2A and 2B of the building structure 1 and the floor surface 3. In the reinforcement arrangement work of the foundation concrete 9 in step ST1, the base shaft reinforcing bar 55, the base force distribution reinforcement 56, and the anchor bolt 22 are installed at the positions where the SRC columns 4 on the first floor shown in FIG. 6A are erected. .. Although not shown, the base shaft reinforcing bar 55, the base force distribution bar 56, and the anchor bolt 22 are also installed at the positions where the S pillar 5 on the first floor is erected.

Next, in the step of step ST2, the anchor bolt frame 57 is used to position the anchor bolt 22. As shown in FIG. 6A, the anchor bolt frame 57 is a metal plate material formed in a square frame shape, and a plurality of bolt insertion holes 57a set at intervals specified by adjacent anchor bolts 22 are formed. There is. Then, by simply inserting all the anchor bolts 22 into the bolt insertion holes 57a of the anchor bolt frame 57 from below, the distance between the adjacent anchor bolts 22 and the position in the horizontal direction are set.

Next, in the step of step ST3, the shaft reinforcing bar installation frame 58 is arranged on the anchor bolt frame 57 to position the base shaft reinforcing bar 55. As shown in FIG. 6B, the shaft reinforcing bar installation frame 58 is a linear metal plate material, and has two positioning holes 58a through which two anchor bolts 22 located diagonally are inserted. , A V-shaped alignment portion 58b that engages with the outer periphery of the two base shaft reinforcing bars 55 located diagonally is formed. Then, when the two anchor bolts 22 located on the diagonal line are inserted into the two positioning holes 58a from below and the shaft reinforcing bar installation frame 58 is arranged, the alignment portions 58b at both ends of the shaft reinforcing bar installation frame 58 are arranged. The alignment is performed by engaging with the two base shaft reinforcing bars 55 located on the diagonal line, and the positioning of the other base shaft reinforcing bars 55 connected via the base force distribution bar 56 is also performed.

Next, in the step of step ST4, in order to form the foundation concrete 9, the formwork is arranged around the position where the reinforcement is arranged, and the concrete is placed and cured. After the concrete placing and curing work is completed, the anchor bolt frame 57 and the shaft reinforcing bar installation frame 58 described above are removed.
Next, in the step of step ST5, the steel frame unit 60 shown in FIG. 7 is erected at the position where the SRC column 4 on the first floor is erected. As shown in FIG. 7, the steel frame unit 60 has an anchor plate 14, a stud gibber 15, a joint 16, a diaphragm 17, an upper floor connecting steel pipe 18, and a gusset plate 20 in a square steel pipe 10 constituting the SRC column 4 on the first floor. Is a member pre-assembled at the factory. In this step ST5, the steel frame unit 60 is erected on the foundation concrete 9 by penetrating and fixing the anchor bolts 22 rising from the standing position of the SRC pillar 4 on the first floor to the anchor plate of the steel frame unit 60. do.

Next, in the step of step ST6, the anchor bolts 22 rising from the position where the S pillar 5 on the first floor of the foundation concrete 9 is erected are penetrated and fixed to the anchor plate 45 fixed to the lower end of the S pillar 5. The S pillar 5 on the first floor is erected on the foundation concrete 9.
Next, in the step of step ST7, a plurality of axial reinforcing bars 11 are arranged around the steel frame unit 60 erected on the foundation concrete 9, and the force distribution bars 12 are arranged so as to intersect the axial reinforcing bars 11 at right angles. Here, the lower end of the shaft reinforcing bar 11 is connected by welding to a plurality of base shaft reinforcing bars 55 rising from the foundation concrete 9 (positions indicated by reference numerals W in FIG. 2 are positions connected by welding of the shaft reinforcing bars 11 and the base shaft reinforcing bars 55). ).

Next, in the step of step ST8, the shaft reinforcing bars 11 and the force distribution bars 12 arranged around the steel frame unit 60 are surrounded by a formwork, and concrete is placed inside the formwork to cure the shaft reinforcing bars 11 and the base. The concrete portion 13 filled with the shaft reinforcing bar 55 and the force distribution bars 12 and 56 is constructed.
Next, in the process of step ST9, the surrounding area where the stud gibber 46 on the lower side of the S pillar 5 on the first floor is driven is surrounded by a formwork, and concrete is placed inside the formwork to cure the first floor. A rolled concrete 47 is formed on the lower side of the pillar 5.
Next, in the process of step ST10, the floor slab concrete 21 on the first floor is installed.

Here, when the erection work of the steel frame unit 60 constituting the SRC column 4 on the first floor and the erection work of the S column 5 on the first floor are completed (at the time when step ST6 is completed), the construction on the first floor is completed. In parallel with (steps ST7 to ST10), the upper floors of steps ST11 to ST14 shown below are constructed.
In the process of step ST11, the CFT columns 25 and S columns 42 on the second floor are erected, the S floor beams 24 on the second floor are installed, the S floor beams 26 on the third floor are installed, and the CFT columns 25 and the third floor are installed. The brace 40 is installed between the S floor beams 26 of the above.

Next, in the step of step ST12, the CFT pillar 27 and the S pillar 43 on the third floor are erected, the S floor beam 28 on the fourth floor is installed, and the brace 40 between the CFT pillar 27 and the S floor beam 28 on the fourth floor is erected. Perform installation work.
Next, in the process of step ST13, the S pillar 29 and the S pillar 44 on the fourth floor are erected, the S ceiling beam 30 is installed, and the brace 40 between the S pillar 29 and the S ceiling beam 30 is installed.
Next, in the process of step ST14, the floor slab concrete 21 and the roof 31 on the 2nd to 4th floors are installed.

[Effect of construction method of building structure]
According to the construction method of the building structure 1 of the present embodiment, when the erection work of the steel frame unit 60 constituting the SRC pillar 4 on the first floor and the erection work of the S pillar 5 on the first floor are completed (step ST6). (At the end of), the construction of the upper floors (steps ST11 to ST14) can be started in parallel with the construction of the first floor (steps ST7 to ST10), so that the RC pillars on the first floor can be started. Compared with the conventional construction method in which the construction of the upper floors above the second floor cannot be started until the construction is completed, the construction period can be significantly shortened. In the case of the present embodiment, the construction start of the upper floors of the second floor and above can be advanced by about 3 weeks, and the construction period can be shortened by that, as compared with the case where the first floor is an RC pillar.

Further, when the SRC column 4 on the first floor was erected, the anchor plate 14, the stud gibber 15, the joint 16, the diaphragm 17, the upper floor connecting steel pipe 18, and the gusset plate 20 were previously assembled to the square steel pipe 10. Since the steel frame unit 60 is set up at a position where the SRC column 4 on the first floor is erected, the work can be greatly improved in the erection work of the SRC column 4 on the first floor. Further, by mounting the shaft reinforcing bar 11 and the force distribution bar 12 on the steel frame unit 60 in advance, the step of the bar arrangement work of the steel frame unit 60 described in step ST7 can be shortened and labor saving can be achieved.

Further, before placing concrete to form the foundation concrete 9, the base shaft reinforcing bar 55 is positioned by arranging the shaft reinforcing bar installation frame 58 engaged with the anchor bolt 22. Therefore, when arranging a plurality of shaft reinforcing bars 11 around the steel frame unit 60 erected on the foundation concrete 9, the lower end of the shaft reinforcing bars 11 is accurately positioned from the foundation concrete 9. It can be easily welded to the reinforcing bar 55.

1 Building structure 2A, 2B Track berth 3 Floor surface 4 1st floor SRC column 5 S column 6 Wall 7 Shutter 9 Foundation concrete 10 Square steel pipe 11 Axial reinforcement 12 Force distribution bar 13 Concrete part 14 Anchor plate 15 Stud gibber 16, 33 , 36, 38, 41 Joint 17 Diaphragm 18 Upper floor connecting steel pipe 20, 34, 37 Gasset plate 21 Floor slab concrete 22 Anchor bolt 24 Second floor S floor beam (steel beam)
25 CFT column 25a on the 2nd floor Square steel pipe 26 S floor beam (steel beam) on the 3rd floor
27 CFT column on the 3rd floor 27a Square steel pipe 28 S floor beam on the 4th floor (steel beam)
29 4th floor S pillar 30 S ceiling beam (steel beam)
31 Roof 32 Upper floor connecting steel pipe 35 Upper floor connecting member 38 Gusset plate 40 Brace 41 Joint 42 Second floor S pillar 43 Third floor S pillar 44 Fourth floor S pillar 45 Anchor plate 46 Stud gibber 47 Rolled concrete 48 finish Port 49 Connection 50 Upper floor connecting member 51 Connection 52 Connection 55 Base shaft reinforcement 56 Base distribution bar 57 Anchor bolt frame 57a Bolt insertion hole 58 Shaft reinforcement installation frame 58a Positioning hole 58b Alignment part 60 Steel unit

In order to achieve the above object, in the building structure according to one aspect of the present invention, a group of columns on the first floor is erected on a foundation concrete partially provided with a track berth, and the group of columns on the first floor is erected. It is a building structure used as a distribution warehouse where the upper floors of the second floor and above are built, and the columns on the first floor are multiple steel-framed reinforced concrete columns and a plurality of columns with smaller cross-sectional dimensions than the steel-framed reinforced concrete columns. The columns composed of steel columns and arranged at equal intervals along the track berth on the foundation concrete are arranged with a larger number of steel columns than the steel reinforced concrete columns, and the columns on the upper floors are. , Consists of steel columns.

Claims (17)

It is a building structure such as a distribution center warehouse where pillars on the first floor are erected on the foundation concrete and the upper floors on the second and higher floors are built supported by these pillars on the first floor.
The column group on the first floor is composed of a plurality of steel-framed reinforced concrete columns and a plurality of steel-framed columns, and the columns on the upper floor are a building structure characterized by being composed of steel-framed columns. In the column group on the first floor, a plurality of the steel-framed reinforced concrete columns are arranged in a grid pattern on the foundation concrete, and the steel-framed columns are arranged on the foundation concrete other than the position where the steel-framed reinforced concrete columns are arranged. The building structure according to claim 1, wherein the building structure is characterized by. The building structure according to claim 1 or 2, wherein the steel-framed reinforced concrete column on the first floor is housed in an inner wall, an outer wall, or a shutter of a fireproof section. The building structure according to any one of claims 1 to 3, wherein the ratio of the steel-framed reinforced concrete columns to the total number of columns on the first floor is 41% or more. The building structure according to any one of claims 1 to 4, wherein the steel frame of the steel-framed reinforced concrete column is composed of a steel pipe. The building structure according to any one of claims 1 to 5, wherein the steel column on the upper floor is a concrete-filled steel pipe column in which the inside of the steel pipe is filled with concrete. The steel-framed reinforced concrete column is composed of steel pipes, the steel-framed column on the upper floor is a concrete-filled steel pipe column in which concrete is filled inside the steel pipe, and the steel-framed reinforced concrete column and the steel pipe of the concrete-filled steel pipe column are the same. The building structure according to any one of claims 1 to 4, characterized in that it has a cross-sectional shape of. The building structure according to any one of claims 1 to 7, wherein the upper floor is provided with a structure in which a brace is arranged on a frame composed of the steel column and the steel beam. 8. The building structure according to 8, wherein the brace is a buckling restraint brace. The building structure according to claim 9, wherein the buckling restraint brace is any one of a double pipe buckling restraint brace, an unbonded brace, a steel brace, a steel concrete brace, and a steel mortar brace. The upper part of the steel frame of the steel-framed reinforced concrete pillar on the first floor extends to the second floor, and a slip stopper is installed on the outer periphery of the steel frame extending on the second floor, and the steel-framed reinforced concrete pillar on the first floor has a slip stopper. The building structure according to any one of claims 1 to 10, wherein the upper part of the shaft reinforcing bar also extends to the second floor and is arranged so as to intersect the slip stopper. The building structure according to claim 11, wherein the anti-slip material is a stud gibber. The building structure according to claim 11, wherein the slip stopper is a steel plate for slip stopper. In the construction method of a building structure in which a group of pillars on the first floor is erected on the foundation concrete and the upper floors on the second and higher floors are constructed by being supported by the pillars on the first floor.
The columns on the first floor are composed of a plurality of steel-framed reinforced concrete columns and a plurality of steel-framed columns.
After the steel frame constituting the steel-framed reinforced concrete column is erected on the foundation concrete and the steel-framed column is erected on the foundation concrete,
A method for constructing a building structure, characterized in that the upper floors are constructed in parallel with the continuation of the construction of the steel-framed reinforced concrete columns and the steel-framed columns. The second floor is constructed by forming a frame with steel columns and steel beams.
The steel-framed reinforced concrete column is composed of a steel frame unit in which the steel frame, an anchor plate fixed to the lower end of the steel frame, and a joint fixed to the upper part of the steel frame are assembled in advance.
The steel frame unit is erected by connecting the anchor plate at the lower end to an anchor bolt rising from the foundation concrete and connecting the joint to a steel beam on the second floor, and around the steel frame, a shaft reinforcing bar and a force distribution bar. By arranging the shaft rebar, connecting the shaft rebar to the base shaft rebar rising from the foundation concrete, arranging a mold around these shaft rebars, the base shaft rebar and the force distribution bar, and placing concrete on the first floor. The method for constructing a building structure according to claim 14, wherein the steel-framed reinforced concrete pillar is constructed. The second floor is constructed by forming a frame with steel columns and steel beams.
The steel-framed reinforced concrete column includes the steel frame, an anchor plate fixed to the lower end of the steel frame, a joint fixed to the upper part of the steel frame, and a shaft reinforcing bar and a force distribution bar arranged around the steel frame in advance. The assembled steel frame unit is used as a component.
The steel frame unit is erected by connecting the anchor plate at the lower end to an anchor bolt rising from the foundation concrete, connecting the joint to the steel beam on the second floor, and erecting the shaft reinforcing bar from the foundation concrete. The claim is characterized in that the steel-framed reinforced concrete column on the first floor is constructed by connecting to a reinforcing bar, arranging a mold around the shaft reinforcing bar, the base shaft reinforcing bar, and the force distribution bar and placing concrete. 14. The method for constructing a building structure according to 14. When performing the reinforcement work of the foundation concrete,
The process of positioning the anchor bolts and
The process of arranging the shaft reinforcing bar installation frame through which at least two of the anchor bolts are inserted, and
The construction method for a building structure according to claim 15, wherein the step of positioning the base shaft rebar by bringing the base rebar into contact with the shaft rebar installation frame is performed.

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