JP2001234586A - Tower-shaped building and its construction method - Google Patents

Abstract

PROBLEM TO BE SOLVED: To suppress a plane area of the foundation of a tower-shaped building and a cross-section dimension of a column, and enhance the workability and work efficiency of the tower-shaped building. SOLUTION: A plurality of columns 2, and clip members 3 constraining a plurality of columns 2 are used as the framework of the tower-shaped building 1, the tower-shaped building 1 is connected to a neighboring building 17 by using the clip members 3, and a horizontal force received by the tower-shaped building 1 is borne by the neighboring building 17.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tower-like building having a large ratio of height to a flat area, and a construction method thereof.

[0002]

2. Description of the Related Art In a tower-like building, the influence of the pull-out force on the legs due to the overturning moment generated by the seismic force and wind load increases.
In order to have sufficient resistance to the pull-out force, it is necessary to increase the plane area of the foundation.

[0003] For example, when an elevator shaft is added adjacent to an existing building and is independent of the existing building, the foundation has a size of about 5 m square, equivalent to 5 floors with a shaft area of 2 m square. In some cases, a counterweight is also required. Therefore, when building a tower-shaped building in an independent location adjacent to an existing building, the foundation of the tower-shaped building easily interferes with the foundation of the existing building, and the tower-shaped building should be placed close to the existing building. Because it is not possible, a tower-like building must be arranged at a distance from the existing building. In that case, to connect both buildings, refer to JP-A-11-256691.
As shown in Fig. 5 to Fig. 11, a communication passage and the like will be erected, provided that the site around the tower-shaped building has more room than the communication passage and the like.

[0004] Further, in order to make the frame of columns and beams self-supporting against horizontal force, the cross-sectional dimensions of the columns are increased. Therefore, the construction is performed while hanging the column members and the beam members in units of one layer and one span. Since it is necessary to rely on the basic method of connection, the workability and work efficiency cannot be improved.

The present invention proposes a tower-like building capable of suppressing the flat area of a foundation and the cross-sectional dimension of a pillar, and a construction method for improving workability and work efficiency.

[0006]

According to the present invention, a plurality of pillars and a clip material for restraining the plurality of pillars are used as a frame of a tower-like building, and the tower-like building is connected to an adjacent building using the clip material. By doing so, the horizontal force received by the tower building is borne by the adjacent building, the effect of the falling moment on the foundation due to the horizontal force is reduced, the independence of the tower building is eased, the floor area of the foundation and the pillar Reduce cross-sectional dimensions.

[0007] The clip material has a size capable of connecting a plurality of columns at the same time, has an open shape on a plane, and is arranged so as to restrain the plurality of columns. For example, if the planar shape of the tower-like building is a square, the clip material will be in the shape of one of the squares, one side of the open side is absent, but since the shape of the clip material is determined according to the planar shape of the tower-like building, It is not necessary that the shape be a polygonal shape in which one side is absent, and the shape may be a curved shape.

[0008] In any case, including the case where the clip material is integrally formed of reinforced concrete or the like, the clip material is formed of one unit or one beam member, or except for the open end. As described in 4, the beam members are connected. In the case of a form in which a plurality of beam members are connected, in order to reduce the number of operations at high places, the beam members are assembled in advance on the ground or the like, and all the columns are collectively connected as in claims 5 to 7. Although it is arranged, it may be erected between pillars in beam members.

The open end of the clip material is directly or indirectly connected to an adjacent existing building or a new building, and the horizontal force to be borne by the tower building is adjacent through the open end. It is transmitted to the building. Since the horizontal force received by the tower building is borne by the adjacent building, the pullout force due to the overturning moment at the foundation is reduced, and the foundation only needs to be able to bear the vertical load of the tower building. Reduced. As a result, it becomes possible to construct a tower-like building close to an adjacent building, eliminating the need for erection of connecting passages etc. between both buildings, and responding even when there is no room on the site around the tower-like building Will be possible.

Further, since the independence of the tower-like building against the horizontal force is reduced, the cross-sectional dimension of the pillar is reduced, and the weight of the frame of the tower-like building is reduced. By reducing the weight of the skeleton,
Claim 5 and claim 6 give the column the length of the entire layer,
It is possible to suspend the pillars collectively on the foundation and to stand up, or to stand up pillar members having the length of a plurality of layers as in claim 7, in which case the clip material is beamed The construction efficiency and the construction efficiency are improved by collectively erection not in the unit of the members but in the unitized form.

In the case where the tower building has a plurality of floors, the clip members are arranged at a plurality of positions on the pillar at intervals in the height direction. When clip materials are placed at multiple places on pillars, when it is sufficient that at least one of the clip materials is connected to the adjacent building to transmit the horizontal force to be borne by the tower building to the adjacent building It is not always necessary to connect all the clip materials to the adjacent building. Therefore, as described in claim 3, one of the clip materials other than the clip material having an open shape is planar. It has a closed shape and may be restrained around multiple pillars.

In this case, the closed clip material does not need to be connected to the adjacent building, so that the construction is simplified and the space between the tower-like building and the adjacent building is opened. . In the construction of a tower-like building having a plurality of layers, basically a plurality of pillars having a length corresponding to all layers are erected on a foundation as described in claim 5 and 6, and a plurality of clip members are provided. Each time the clip is raised or lowered after stacking on the pillar legs, the clip is joined to the column and connected to an adjacent building or on a foundation as claimed in claim 7. Each time a plurality of pillar members having a length of one to a plurality of layers are erected, a clip material is joined to the pillar members and connected to an adjacent building.

When a pillar having the length of the whole layer is erected on the foundation, the joining of the clip material to the pillar may be performed from the upper side or from the lower side. In the former case, after stacking a plurality of clip materials on the column base as described in claim 5, all the clip materials are raised to near the top of the column,
Each time the uppermost clip is joined to the pillar, the remaining clip is lowered, and the work of joining the uppermost clip to the pillar is repeated to construct the frame of the tower-like building.

In the latter case, a plurality of clip members are stacked on the column base, and then all the clip members are raised, for example, by one layer, and the lowermost clip member is joined to the column. Then, a frame of a tower-like building is constructed by repeating the operation of raising the remaining clipping material and joining the lowermost clipping material to the pillar.

According to a seventh aspect of the present invention, after the plurality of pillar members are erected, the clip material is placed on the top of the pillar member, and each time the clip material is joined to the top portion, the clip material is placed on the standing pillar member or the installed clip. The frame of the tower-like building is constructed by repeating the work of erection of the pillar member of the next section on the timber and connecting the pillar members to each other.

[0016] In any of the fifth to seventh aspects, finally, all the clip materials are joined to the pillar, and the open end of the clip material having one open shape is directly connected to the adjacent building. Alternatively, the frame of the tower-like building is completed by being connected indirectly. In claim 5 to claim 7, since the clip material corresponding to the plurality of beam members connecting the columns is constructed as a unit, the workability and construction efficiency are improved as compared with the case where the beam members are independently erected between the columns, The construction period can be shortened.

[0017]

DESCRIPTION OF THE PREFERRED EMBODIMENTS A tower-like building 1 of the present invention is shown in FIG.
As shown in (a) to (c), a plurality of pillars 2 and one or a plurality of clip members 3 arranged to restrain the plurality of pillars 2 are used as a framework, and one of the pillars 2 is open. At least one of the clip members 3 is connected to an adjacent building 17 so as to be constructed.

In FIG. 2 to FIG. 10, the tower-like building 1 is
Is shown next to the tower building 1
It does not matter whether the building 17 adjacent to the building is an existing building or a new building constructed together with the tower building 1. Also, in the drawing, a case where the tower-like building 1 is an elevator shaft is shown,
The purpose and function of the tower-like building 1 are not limited, and it is not necessary to have the height over a plurality of layers.

The pillar 2 is erected on a foundation 4, and is constructed by adding pillar members 2a, 2a according to the height of the tower-like building 1.
The clip members 3 are arranged at one position on the top of the column 2 or at a plurality of positions on the column 2 at intervals in the height direction of the column 2 as shown in the drawing, depending on the height of the tower-like building 1.

The horizontal force to be borne by the tower-like building 1 is borne by the building 17 through the clip material 3 connected to the adjacent building 17 in any direction.
As shown in FIG. 8 which is a sectional view taken along line DD of FIG. 4 which is a sectional view taken along line y-y of FIG. 4, the anchor 4 is fixed to the foundation 4 by mainly transmitting a long-term vertical load to the foundation 4. It's a good simple fit.

When the clip members 3 are arranged at a plurality of positions on the pillar 2, at least one of the clip members 3 is
One has an open shape, and the open end is directly or indirectly connected to the adjacent building 17. Except for the case where all the clip members 3 have an open shape, the clip members 3 other than the open clip member 3 have a closed shape on a plane and are arranged so as to go around the plurality of columns 2.

The clip member 3 has a size capable of connecting a plurality of columns 2 at the same time, and is composed of a plurality of beam members 3a connecting the adjacent columns 2, 2 as shown in FIGS. Alternatively, they are formed as one unit as shown in FIG. The open end of the clip 3 is an existing or new building 17
Directly connected to structural members such as beams and slabs, or columns and walls, or indirectly to any of the structural members newly added to the tower-like building 1 side of the existing building if the building 17 already exists Thus, the transmission of the horizontal force between the clip material 3 and the adjacent building 17 is achieved.

2 to 10, when the adjacent building 17 is an existing building, the slab 18 continuous with the slab 17a of the building 17 is shown.
And the clip material 3 is indirectly connected to the building 17. When the slab 18 is added to an existing building, the slab 18 and the waist wall 20 are also added as shown in FIGS. 2 and 3, and the slab 17a of the building 17 is reinforced.

Although the structural type, cross-sectional shape, and the like of the column member 2a constituting the column 2 and the beam member 3a constituting the clip member 3 are not limited, the column member 2a and the beam member 3a are provided with steel frame members in FIGS. 2 shows a case where beam members 3a, 3a of the clip material 3 are fixed to both sides of a slab 18 which is added to the tower-like building 1 side of the building 17.

When a structural member such as a slab 18 is added to an existing building 17, the slab 18 and the like are shown in FIG. 7 which is a cross-sectional view taken along line CC of FIG. So slab
Main bars such as 18, anchors 19, or PC steel are fixed to the slab 17 a of the existing building 17.

Since the clip member 3 mainly has a function of transmitting the horizontal force to the adjacent building 17 while resisting the horizontal force to be borne by the column 2, when the beam member 3a is a steel frame member, it can rotate around the strong axis. If there is a difference between the second moment of area and the weak moment about the weak axis, as shown in FIG. 6 which is a cross-sectional view taken along the line BB in FIG. 3, the strong axis is oriented in the vertical direction.

Since the clip member 3 is arranged so as to restrain the plurality of columns 2, the clip member 3 is arranged so as to surround the outer peripheral side of all the columns 2 in the drawing. Since it is only necessary to transmit the horizontal force to the adjacent building 17, the horizontal force may be arranged on the inner peripheral side of the entire column 2.

When a steel member is used for the column member 2a and the beam member 3a, the column member 2a and the beam member 3a are directly joined by bolts or welding. However, the beam member 3a is mainly
In order to eliminate the need to form a bolt hole in the column 2 in FIG. 5, which is a detailed view of the portion A in FIG. The plate 6 and the metal member 7 are welded to each other, and two-way beam members 3a, 3a
Are easily joined by bolts 8.

The beam member 3a of the clip member 3 connected to the existing building such as the slab 18 to be added is buried in the slab 18 as shown in FIGS. It is connected to a slab by being joined to metal or the like by bolts, PC steel, or welding. When the beam member 3a is buried in the slab 18, as shown in FIG. 6, the portion of the slab 18 where the beam member 3a is buried
It has enough to be buried while being constrained at 21 mag.

FIGS. 9 and 10 show a vertical section and a cross section of the tower-like building 1 after completion. The joining of all the clip materials 3 to the column 2 or the joining to the column 2 and the connection to the slab 18 are completed. Thereafter, an outer wall material 9 such as an ALC plate and a roof material 10 are installed on the outer peripheral side of the clip material 3. The outer wall material 9 is supported by the clip material 3 via the base material 11 joined to the beam member 3a of the clip material 3, and the roof material
10 is supported by pillar 2.

In FIG. 9, the clip material 3 located at the lowermost part of all the clip materials 3 is formed in a shape closed in a square shape, and is arranged so as to orbit around a plurality of columns 2.
The lowermost clip 3 has only the function of restraining the column 2. In this case, since the lowermost clip material 3 is not connected to the adjacent building 17, there is no need to construct the slab 18 in the building 17, so that an open space is formed between the tower-like building 1 and the building 17. You.

Since the drawing shows the case where the tower-like building 1 is an elevator shaft, the gondola 12 and the hoisting machine 13 for raising and lowering the gondola 12 are placed on a plane, the inner peripheral side of the pillar 2 or the inner peripheral side of the clip material 3. Be placed. In FIG. 9, the hoisting machine 13 is installed on the foundation 4 in order to suppress the height of the tower-like building 1.

FIG. 11 shows an example of joining the clip member 3 and the slab 18 when the clip member 3 is made of precast concrete or constructed by cast-in-place concrete. The clip material 3 and the slab 18 are joined by fixing an anchor bar 3b protruding from the end face of the clip material 3 to the slab 18 as shown in the figure, or by a plate joined to the end face of the clip material 3 and the end face of the slab 18. And the like are joined to each other by bolts, PC steel, or welding.

Although the clip member 3 is formed as a single member in FIG. 11, the beam members 3a, 3a,
In some cases, the clip material 3 is formed by joining the 3a to each other. FIG. 12 shows an example of a planar shape of the clip 3 to be joined to the slab 18. (a) Beams of the same shape and dimensions on three sides
In the case where the shape corresponds to the arrangement of the beam members 3a, (b) shows the cross section of the beam members 3a erected between the beam members 3a, 3a connected to the slab 18, This shows the case where the size is reduced.

FIG. 13 shows an example of joining the column 2 (column member 2a) and the beam member 3a when the clip 3 is a reinforced concrete member. (a) shows the case where the column 2 is a steel frame member, and (b) shows the case where the column 2 is a reinforced concrete member. (a) is a case where beam members 3a, 3a are arranged on both sides of the column 2, and brackets 14, 14 facing up and down are joined to both flanges of the column 2, and the beam members 3a are vertically moved by the brackets 14, 14. The following shows the case of holding from.

(B) shows a case where the column 2 is located at the position of the beam member 3a,
2A, the beam member 3a is arranged so as to be sandwiched between the column members 2a, 2a. In this case, a joint member such as a sleeve 15 for connecting the main reinforcements 2b, 2b of the upper and lower column members 2a, 2a is embedded inside the beam member 3a, and the beam member 3a is formed by the column members 2a, 2a.
Has the role of restraining this while connecting. The example of joining the column member 2a and the beam member 3a shown in (b) is applied to a method shown in FIG. 15 described later.

FIG. 14 shows that a pillar 2 having the length of the whole story of the tower-like building 1 is erected on the foundation 4 and then the clip 3 is joined to the pillar 2 or the clip 3 is joined to the pillar 2. The procedure of the method for constructing a tower-like building 1 according to claim 5, wherein the connection to the building 17 is constructed from the upper layer side. In this case, a foundation 4 is constructed as shown in (a), and a plurality of pillars 2 are erected on the foundation 4, and as shown in (b), a lifting device 16 is installed on each column base, and Device 16
All clip materials 3 are stacked on top.

As shown in FIG. 16, the lifting device 16 is a lifting frame 16a having rollers 16b which roll while contacting the column 2.
And a lower ratchet box 16c fixed to the elevating frame 16a and having a ratchet 16d, and a lower ratchet box capable of moving up and down with respect to the lower ratchet box 16c.
An upper ratchet box 16f having a ratchet 16g connected to the hydraulic cylinder 16e by a hydraulic cylinder 16e.

FIG. 16 shows the ratchet 16d of the lower ratchet box 16c and the ratchet of the upper ratchet box 16f.
16g enters into and engages with the hole 2c formed on the side surface of the pillar 2 or the hole of the receiving material protruding from the side surface of the pillar 2, and the lifting device 16 is connected to either the lower ratchet box 16c or the upper ratchet box 16f. Is also supported by the column 2. FIG. 16 shows a case where a square steel pipe is used for the column 2.

When the lifting device 16 is raised, the hydraulic cylinder 16e
The ratchet 16g of the upper ratchet box 16f is disengaged from the hole 2c by extending the piston rod, and the upper ratchet box 16f is raised with respect to the lower ratchet box 16c, and the hole above the hole 2c from which the ratchet 16g is detached. 2c, the lifting device 16 is engaged with the column 2 in the upper ratchet box 16f.

Subsequently, the ratchet 16d of the lower ratchet box 16c is opened by contracting the piston rod.
2c, the lower ratchet box 16c and the elevating frame 16a rise with respect to the upper ratchet box 16f, and the ratchet 16d enters and engages with the hole 2c above the detached hole 2c. box
At 16c, it becomes possible to support the pillar 2.

The lifting device 16 is lifted by the hydraulic cylinder 16e.
It is performed by repeating the extension and contraction of the
Is performed by repeating the reverse operation. In the case of FIG. 14, all the clip materials 3 are supported by the lifting frame 16a of the lifting device 16. By raising the lifting device 16 in the manner described above, the entire clip material 3 is once raised to near the top of the column 2 as shown in FIG. 14- (c), and then the uppermost clip material as shown in (d). The operation | work which joins 3 to the pillar 2 is performed. In the clip material 3 having one open shape, an operation of connecting the open end to the adjacent building 17 is performed in parallel with the joining to the pillar 2.

Thereafter, the remaining clip material 3 is lowered by the reverse operation of the lifting device 16 and the uppermost clip material 3 is joined to the column 2 or the clip material 3 is joined to the column 2. At the same time, the work of connecting to the building 17 is repeated. The clip material 3 located at the bottom of all the clip materials 3 was joined to the pillar 2 or the clip material 3 located at the bottom was joined to the pillar 2 and connected to the adjacent building 17. By the way, as shown in (e), the construction of the frame of the tower-like building 1 in which all the clip members 3 are joined to the pillars 2 and the open clip members 3 are connected to the building 17 is completed.

When the lifting device 16 is used, the operation of connecting the clip member 3 to the column 2 from below and connecting the building 17 to the building 17 is repeated in the opposite direction to FIG. In this case, after stacking a plurality of clip materials 3 on the legs of the pillar 2, joining the clip materials 3 from the lowermost to the pillar 2 sequentially, and connecting the open end to the adjacent building 17. By repeating the operation of raising the remaining clip members 3, all the clip members 3 are joined to the columns 2,
The framework of the tower-like building 1 in which the open clip material 3 is connected to the building 17 is completed.

FIG. 15 shows that each time a plurality of column members 2a having a length of one layer or a plurality of layers are erected on the foundation 4,
To the column member 2a, or clip material 3 to the column member 2a.
And connecting to an adjacent building 17.
The procedure of the method of constructing the tower-like building 1 is shown.

In this case, after the column member 2a is erected on the foundation 4 as shown in (a), the clip member 3 is placed on the top of the column member 2a as shown in (b) and joined to the top. Work and
(c) As shown in (c), the work of erection of the column member 2a in the next section on the erected column member 2a or the installed clip member 3 and connecting the two column members 2a, 2a to each other alternately. Is repeated.

Also in this case, finally, all the clip members 3 are joined to the pillars 2 and the opened clip members 3 are connected to the building 17, whereby the framework of the tower-like building 1 is completed.
The connection between the column members 2a, 2a shown in FIG.
The procedure is as follows.

[0048]

According to claims 1 to 4, a plurality of pillars,
By using the clip material that restrains the plurality of pillars as the frame of the tower-like building and connecting the tower-like building to the adjacent building using the clip material, the adjacent building receives the horizontal force received by the tower-like building. Therefore, the pulling force due to the overturning moment in the foundation is reduced, and the plane area of the foundation can be reduced.

As a result, it becomes possible to construct the tower-like building close to the adjacent building, and it is possible to cope with a case where there is no room on the site around the tower-like building. In addition, since the horizontal force is applied to the adjacent building, the independence of the tower building against the horizontal force is reduced, so the cross-sectional dimensions of the columns are reduced,
The weight of the frame of the tower-like building can be reduced.

By reducing the weight of the frame, it is possible to provide the pillars with a length corresponding to a plurality of layers as in claims 5 to 7, and to suspend the pillars collectively on the foundation and stand upright. To become
Workability and work efficiency are improved. According to the third aspect of the present invention, a clip having a closed shape is formed in such a manner that one of the clip materials other than the one having an open shape is closed on a plane and a plurality of pillars are arranged around the same. There is no need to connect the timber to the adjacent building, simplifying construction.
Further, the space between the tower-like building and the adjacent building can be opened.

According to the fifth and sixth aspects of the present invention, a tower-like building having a plurality of floors is provided with a plurality of pillars having a length corresponding to all the layers on a foundation. A plurality of pillar members having a length of one or more layers are erected, and the clip member is constructed and constructed as a unit. The construction efficiency is improved and the construction period is shortened.

[Brief description of the drawings]

1 (a) to 1 (d) are flowcharts showing the procedure for building a tower building.

FIG. 2 is an elevation view showing a relationship between a frame of a tower-like building and an adjacent building.

FIG. 3 is a sectional view taken along line xx of FIG. 2;

FIG. 4 is a sectional view taken along line yy of FIG. 2;

FIG. 5 is a detailed view of a portion A in FIG. 3;

FIG. 6 is a sectional view taken along line BB of FIG. 3;

FIG. 7 is a sectional view taken along line CC of FIG. 3;

FIG. 8 is a sectional view taken along line DD of FIG. 4;

FIG. 9 is a longitudinal sectional view showing a completed state of the tower-like building.

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

FIG. 11 is a perspective view showing an example of fixing to a slab of an adjacent building when a clip material is formed of reinforced concrete.

FIGS. 12A and 12B are plan views showing examples of the planar shape of a clip.

FIG. 13 (a) is an elevation view showing an example in which the pillar is a steel frame member and the beam member is a reinforced concrete member, (b)
FIG. 3 is an elevational view showing an example of an arrangement in a case where a column member and a beam member are reinforced concrete members.

FIGS. 14A to 14E are elevation views showing the procedure of the construction method according to claim 5;

15 (a) to 15 (c) are elevation views showing the procedure of the construction method according to claim 7;

FIG. 16 (a) is an elevation view showing a lifting device used in the method of FIG. 14, and FIG. 16 (b) is a side view of FIG.

[Explanation of symbols]

1 ... tower building, 2 ... pillar, 2a ... pillar member, 2b ... main bar, 2c ... hole, 3 ... clip material, 3a ... beam member, 3b ...
... anchor bars, 4 ... foundation, 5 ... anchor bolts, 6
...... Plate, 7 ... Hardware, 8 ... Bolt, 9 ... Outer wall material, 10 ... Roofing material, 11 ... Base material, 12 ... Gondola, 13
…… Hoist, 14 …… Bracket, 15 …… Sleeve, 16…
... Elevating device, 16a ... Elevating frame, 16b ... Roller,
16c: Lower ratchet box, 16d: Ratchet, 16e: Hydraulic cylinder, 16f: Upper ratchet box, 16g: Ratchet, 17: Building, 17a: Slab, 18: Slab, 19: Anchor, 20 ... the waist wall, 21
...... Rebar.

 ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Kenichi Kono 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. F-term (reference) 2E174 AA01 AA03 BA03 BA05 CA04 CA18 CA30 CA42 DA12 DA13 DA62 DA63 DA64 DA67

Claims (7)

[Claims] 1. A frame comprising a plurality of pillars and a clip member arranged to restrain the plurality of pillars, wherein the clip member has an open shape on a plane, and one end of the open side. Is a tower-like building connected directly or indirectly to an adjacent building. 2. A frame comprising a plurality of pillars and a plurality of clip members arranged at intervals in a height direction so as to restrain the plurality of pillars, and at least one of the clip members is on a plane. A tower-shaped building, one of which is open and whose open end is directly or indirectly connected to an adjacent building. 3. The tower-like structure according to claim 2, wherein, out of all the clip materials, one of the clip materials other than the clip material having an open shape has a closed shape on a plane and surrounds a plurality of pillars. building. 4. The tower-like building according to claim 1, wherein the clip member is composed of a plurality of beam members. 5. A frame comprising a plurality of pillars and a plurality of clip members arranged at intervals in the height direction so as to restrain the plurality of pillars, and at least one of the clip members is on a plane. This is a method of building a tower-like building that is open on one side, where a plurality of pillars with the length of the entire story are erected on the foundation, and a plurality of clip materials are stacked on the legs of the pillars. After raising all the clip materials to near the top of the pillar, every time the uppermost clip material is joined to the pillar, the remaining clip material is lowered and the uppermost clip material is joined to the pillar. And a method of constructing a tower-like building in which all of the clip materials are joined to the pillars, and the open end of the one-sided clip material is directly or indirectly connected to an adjacent building. 6. A frame comprising a plurality of pillars and a plurality of clip members arranged at intervals in a height direction so as to restrain the plurality of pillars, wherein at least one of the clip members is on a plane. This is a method of building a tower-like building that is open on one side, where a plurality of pillars with the length of the entire story are erected on the foundation, and a plurality of clip materials are stacked on the legs of the pillars. After
Each time the lowermost clip is joined to the column, the remaining clip is raised, and the operation of joining the lowermost clip to the column is repeated, and all the clips are joined to the column, A method of constructing a tower-like building in which the open end of a clip material having an open shape is directly or indirectly connected to an adjacent building. 7. A plurality of pillars and a plurality of clip members arranged at intervals in the height direction so as to restrain the plurality of pillars, and at least one of the clip members is on a plane. A method of constructing a tower-like building having an open shape, in which a plurality of pillar members having a length of one or more layers are erected on a foundation, and then a clip material is attached to the top of the pillar member. Each time it is joined to the top, it repeats the work of connecting the two pillar members to each other by standing the pillar member of the next section on the pillar member that has already been set up or on the clip material that has been set up, A method of constructing a tower-like building in which all clip materials are joined to pillars and the open end of the one-sided clip material is directly or indirectly connected to an adjacent building.