KR101836896B1 - the rigid connection structure between precast concrete column and precast concrete beam, the construction method of rigid connection structure using the same - Google Patents

the rigid connection structure between precast concrete column and precast concrete beam, the construction method of rigid connection structure using the same Download PDF

Info

Publication number
KR101836896B1
KR101836896B1 KR1020160009258A KR20160009258A KR101836896B1 KR 101836896 B1 KR101836896 B1 KR 101836896B1 KR 1020160009258 A KR1020160009258 A KR 1020160009258A KR 20160009258 A KR20160009258 A KR 20160009258A KR 101836896 B1 KR101836896 B1 KR 101836896B1
Authority
KR
South Korea
Prior art keywords
column
concrete
plate
delete delete
beams
Prior art date
Application number
KR1020160009258A
Other languages
Korean (ko)
Other versions
KR20170089447A (en
Inventor
홍원기
Original Assignee
경희대학교 산학협력단
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 경희대학교 산학협력단 filed Critical 경희대학교 산학협력단
Priority to KR1020160009258A priority Critical patent/KR101836896B1/en
Publication of KR20170089447A publication Critical patent/KR20170089447A/en
Application granted granted Critical
Publication of KR101836896B1 publication Critical patent/KR101836896B1/en

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor
    • E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E04B1/1903—Connecting nodes specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The present invention is applicable to a PC column including a column steel frame 110 exposed between a column top concrete 130 and a column lower concrete 140 and a column bracket 120 horizontally installed on an outer surface of the column steel frame 110 (100); A PC beam (200) comprising a beam concrete (232) and a beam steel frame (210) exposed at the upper end of the beam concrete; And a PC beam mounting plate 150 installed on the upper end side of the column lower concrete 140 at the same level as the column lower concrete 140,
The lower end of the beam concrete 232 is mounted on the PC beam mounting plate 150 and the column bracket 120 and the beam steel frame 210 are coupled using a plate,
Wherein the column bracket (120), the supporting steel frame (210) and the column steel frame (110) are placed together when concrete (not shown) is poured to realize a strong bonding. , And a method of constructing a strong jointing structure using the same.
In addition, the PC beam retaining plate 150 is formed by bending a plate, and one end and the other end thereof are abutted against one end and the other end of the column lower concrete 140 to prevent leakage of the concrete (not shown) The present invention provides a rigid joint structure of a PC column and a PC beam, and a method of constructing a rigid joint structure using the same.
Also, the beam concrete 232 includes a beam body concrete 230; And a beam side concrete (240) formed at a side of the beam body concrete (230) while forming a step (242)
The lower surface of the beam side concrete 240 and the lower surface of the beam body concrete 230 are formed on the same level and a slab (not shown) is mounted on the step 242. [ And a method of constructing a steel jointed structure using the same.

Description

The present invention relates to a rigid connection structure of a PC column and a PC beam, and a method of constructing a rigid connection structure using the same,

The present invention relates to a rigid joining structure of a PC column and a PC beam selectively utilizing a PC bracket plate having increased workability installed on a PC column to implement a moment joining method by improving a joining portion between a column and a beam, And more particularly, to a method of constructing a strong bonding structure.

In recent years, the use of PC (precast concrete) method has been increasing in order to secure workability and to save air.

Conventional PC method is mainly used for (1) simple installation of PC beams on PC columns, and (2) construction of PC columns and PC beams in one body.

(1) The method of simply mounting the PC beam on the PC column,

Although the air is somewhat reduced as one of the currently used methods, when a lateral force such as an earthquake acts, the column-to-beam connection is simply connected, and the moment can not be transmitted. Therefore, it is necessary to install a shear wall, brace, etc., which is a lateral reinforcement means, so that it is inevitable to increase the construction cost and air without meeting the merit of the PC method planned for air saving.

In addition, the collision with the crane caused by the collision of the PC with the PC mounted on the PC column may lead to the collapse of the column - beam connection due to the collapse of many PC members. Therefore, the use of high - rise structures is limited due to the possibility of structural instability in column - beam connections.

The above-mentioned (2) method of integrally installing the PC column -PC beam member,

The use of concrete in the high-rise structure is limited due to the possibility of structural instability in the column-beam connection during the air delay and curing period due to concrete curing.

In order to solve the drawbacks of the conventional PC method,

Recently, the researchers of the "PC method of moment joint method" have been actively carried out, but it is difficult to use it widely, especially in high-rise structures due to various disadvantages such as complicated construction details, low economic efficiency and poor workability.

Therefore, the present inventor proposed a moment-resisting framework capable of eliminating the installation of the lateral shear reinforcement means such as an additional shear wall (formwork and wet construction method) or a brace while being dry type, and after the column- The frame construction of the precast framing can be carried out without piling, so that similar air and workability of the steel frame construction can be realized. Especially, unskilled workers have come to propose a PC construction method that can be done safely and quickly when only the manual is known.

[Patent Document 1] Korean Registered Patent No. 10-1289934 Post-tensioned compression bonded joint structure of precast SRC column and precast SRC beam, and method of constructing the jointed structure, 2013.07.25. [Patent Document 2] Korean Registered Patent No. 10-1369998 A steel frame integrated steel column for joining a steel column, and a method for constructing a composite column using the same, 2014.03.06

Disclosure of Invention Technical Problem [8] The present invention has been made in order to solve the above-mentioned problems of the related art,

The strength and rigidity of PC column and PC beam are improved by improving the joint between column and beam, and the moment connection method is realized by using dry PC method. And a method of constructing the structure.

In order to solve the above-mentioned technical problem, the present invention provides a pillar structure comprising a column steel frame 110 exposed between a pillar upper concrete 130 and a pillar lower concrete 140, and a pillar bracket installed horizontally on the outer surface of the pillar column 110 A PC column 100 including a substrate 120; A PC beam (200) comprising a beam concrete (232) and a beam steel frame (210) exposed at the upper end of the beam concrete; And a PC beam mounting plate 150 installed on the upper end side of the column lower concrete 140 at the same level as the column lower concrete 140,

The lower end of the beam concrete 232 is mounted on the PC beam mounting plate 150 and the column bracket 120 and the beam steel frame 210 are coupled using a plate,

Wherein the column bracket (120), the supporting steel frame (210) and the column steel frame (110) are placed together when concrete (not shown) is poured to realize a strong bonding. , And a method of constructing a strong jointing structure using the same.

In addition, the PC beam retaining plate 150 is formed by bending a plate, and one end and the other end thereof are abutted against one end and the other end of the column lower concrete 140 to prevent leakage of the concrete (not shown) The present invention provides a rigid joint structure of a PC column and a PC beam, and a method of constructing a rigid joint structure using the same.

Also, the beam concrete 232 includes a beam body concrete 230; And a beam side concrete (240) formed at a side of the beam body concrete (230) while forming a step (242)

The lower surface of the beam side concrete 240 and the lower surface of the beam body concrete 230 are formed on the same level and a slab (not shown) is mounted on the step 242. [ And a method of constructing a steel jointed structure using the same.

According to the present invention, it is possible to improve the joining structure between the PC column and the PC beam by selectively using the PC beam-mounting plate installed on the PC column by implementing the moment bonding method by improving the joint between the column and the beam, A method of constructing a rigid bonded joint structure using the same.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a view showing a PC junction structure of a PC column and a PC beam according to the present invention, and a PC column in a construction method of a joint structure using the same.
FIGS. 2 to 9 show a strong jointing structure of the PC column and a PC beam according to the present invention, and a construction process of the method of constructing a strong jointing structure using the same.
10 shows another embodiment of a PC column in a method of constructing a strong jointing structure of a PC column and a PC beam according to the present invention and a method of constructing a strong jointing structure using the same.
FIGS. 11 to 16 show the construction of a strong jointing structure of the PC column and the PC beam of the present invention, and a construction method of another embodiment of the method of constructing a strong jointing structure using the same.
17 is a view showing another embodiment of a PC column in a method of constructing a strong jointing structure of a PC column and a PC beam according to the present invention and a method of constructing a strong jointing structure using the same.
FIGS. 18 to 22 show a strong jointing structure of a PC column and a PC beam according to the present invention, and a construction process of another embodiment of the method of constructing a strong jointing structure using the same.
23 to 28 show the steel bolt joint structure of the PC column and the PC beam of the present invention and the inner bolt in the steel joint bolt joint structure using the same.
29 is a view showing a reinforced bolt in a rigid joint structure of a PC column and a PC beam according to the present invention, and a rigid joint structure using the same.
FIG. 30 is a view showing a first joint of the PC column and the PC beam according to the present invention, and a method of constructing a joint structure using the same.
FIGS. 31 to 34 illustrate the structure of the intermediate part and the construction method in the method of constructing the steel joint and the PC joint of the present invention.
FIGS. 35 to 36 show the steel joints of the PC columns and the PC beams of the present invention, and the upper ends of the column joints in the construction method of the steel joint joining structure using the same.
37 to 50 show the structure of the upper end portion and the construction method in the method of constructing the steel joint structure of the PC column and the PC beam of the present invention and the steel joint structure using the same.
51 shows another embodiment of Figs. 37 to 50. Fig.
Figs. 52 to 54 illustrate an embodiment of an interior column in which PC beams are coupled to four columns of the first column in Figs. 37 to 50. Fig.
Figs. 55 to 58 show an embodiment of edge columns in which the PC beams are joined to the first three columns in Figs. 37 to 50. Fig.
Figs. 59 to 62 illustrate an embodiment of a corner column in which PC beams are coupled to two orthogonal surfaces of a first-column in Figs. 37 to 50. Fig.
63 to 65 show another embodiment of a strong jointing structure of the PC column and the PC beam of the present invention and a construction method of the strong jointing structure using the same.
66 to 67 show another embodiment of a strong jointing structure of a PC column and a PC beam according to the present invention and a construction method of a strong jointing structure using the same.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a view showing a PC junction structure of a PC column and a PC beam according to the present invention, and a PC column in a construction method of a joint structure using the same.

FIGS. 2 to 9 show a strong jointing structure of the PC column and a PC beam according to the present invention, and a construction process of the method of constructing a strong jointing structure using the same.

The rigid jointing structure of the PC column and the PC beam of the present invention,

A PC column 100 including a column steel frame 110 exposed between the column top concrete 130 and the column lower concrete 140 and a column bracket 120 horizontally installed on the outer surface of the column steel frame 110, ;

A PC beam (200) comprising a beam concrete (232) and a beam steel frame (210) exposed at the upper end of the beam concrete;

A PC beam mounting plate 150 installed on the upper end side of the column lower concrete 140 at the same level as the column lower concrete 140;

, ≪ / RTI >

The lower end of the beam concrete 232 is mounted on the PC beam mounting plate 150 and the column bracket 120 and the beam steel frame 210 are coupled using a plate,

The column bracket 120, the support beam 210, and the column steel beam 110 are pushed together when the concrete (not shown) is laid, thereby realizing strong bonding.

The PC beam holding plate 150 is omitted and the lower end of the beam concrete 232 is mounted on the upper end of the column lower concrete 140. [ The same is applied hereinafter.

The PC beam retaining plate 150 is formed by bending a plate, and has one end and the other end abutting one end and the other end of the column lower concrete 140 to prevent leakage of the concrete (not shown).

As shown in FIG. 2,

Beam main body concrete 230; And a beam side concrete (240) formed at a side of the beam body concrete (230) while forming a step (242)

A lower surface of the beam side concrete 240 and a lower surface of the beam body concrete 230 are formed on the same level, and a slab (not shown) is mounted on the lower surface 242.

The lower end of the beam main body concrete 230 is connected to the lower end of the PC beam mounting plate 150. The lower end of the beam main body concrete 230 is formed with a recessed portion 244, ).

Of course, the step 242 may be omitted according to circumstances. The same is applied hereinafter.

3, a lower end plate 250, to which a beam lower reinforcing bar 220 is bonded, is attached to a lower end of the beam body concrete 230, which is in contact with the beam body concrete 230 and the PC beam retaining plate 150, ) Is installed and reinforced.

As shown in Figures 2 to 9,

The construction method of the steel jointed structure using the steel jointed structure of the PC column and the PC beam of the present invention uses the steel jointed structure of the PC column and the PC beam,

(1) a step of recovering the PC beam 200 on one side of the PC column 100;

(2) The PC beam 200 is lowered so that the lower end of the beam concrete 232 is mounted on the PC beam mounting plate 150, and the beam supporting member 210 is coupled to the column bracket 120 using the plate A PC beam joining step;

(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;

(4) installing the compensating part reinforcing bars 260;

(5) installing an M-board (F1) between the PC beams (200) which are orthogonal to each other;

(6) Concrete pouring step for pouring concrete (not shown);

(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);

And a control unit.

By using the rigid joint structure of the PC column and the PC beam,

(1) a step of recovering the PC beam 200 on one side of the PC column 100;

(2) The PC beam 200 is lowered so that the lower end of the beam concrete 232 is mounted on the PC beam mounting plate 150, and the beam supporting member 210 is coupled to the column bracket 120 using the plate A PC beam joining step;

(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;

(4) installing the compensating part reinforcing bars 260;

The lower ends of the PC beams 200 are installed between the PC beams 200 orthogonal to each other and the lower ends thereof are brought into close contact with the recesses 244 and the interrupted ends are extended to the extended lines of the corners of the upper concrete 130 and the lower concrete 140 An M-board mounting step of mounting the M-board F1 in a corresponding shape and having a lower end in close contact with the PC board mounting plate 150;

(6) Concrete pouring step for pouring concrete (not shown);

(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);

And a control unit.

Also, since the rigid joint structure of the PC column and the PC beam is used,

(1) a step of recovering the PC beam 200 on one side of the PC column 100;

(2) The PC beam 200 is lowered to place the lower end plate 250 on the PC beam mounting plate 150, and the beam supporting member 210 is coupled to the column bracket 120 using the plate A PC beam joining step;

(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;

(4) installing the compensating part reinforcing bars 260;

The lower ends of the PC beams 200 are installed between the PC beams 200 orthogonal to each other and the lower ends thereof are brought into close contact with the recesses 244 and the interrupted ends are extended to the extended lines of the corners of the upper concrete 130 and the lower concrete 140 An M-board mounting step of mounting the M-board F1 in a corresponding shape and having a lower end in close contact with the PC board mounting plate 150;

(6) Concrete pouring step for pouring concrete (not shown);

(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);

And a control unit.

In addition, since the rigid joint structure of the PC column and the PC beam is used,

(1) a step of recovering the PC beam 200 on one side of the PC column 100;

(2) The PC beam 200 is lowered to place the lower end plate 250 on the PC beam mounting plate 150, and the beam supporting member 210 is coupled to the column bracket 120 using the plate A PC beam joining step;

(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;

(4) installing the compensating part reinforcing bars 260;

(5) installing an M-board (F1) between the PC beams (200) which are orthogonal to each other;

(6) Concrete pouring step for pouring concrete (not shown);

(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);

And a control unit.

10 shows another embodiment of a PC column in a method of constructing a strong jointing structure of a PC column and a PC beam according to the present invention and a method of constructing a strong jointing structure using the same.

FIGS. 11 to 16 show the construction of a strong jointing structure of the PC column and the PC beam of the present invention, and a construction method of another embodiment of the method of constructing a strong jointing structure using the same.

The rigid jointing structure of the PC column and the PC beam of the present invention,

A PC column 100 including a column steel frame 110 exposed between the column top concrete 130 and the column lower concrete 140 and a column bracket 120 horizontally installed on the outer surface of the column steel frame 110, ;

A PC beam (200) comprising a beam concrete (232) and a beam steel frame (210) exposed at the upper end of the beam concrete;

A column plate 160 installed on the column lower concrete 140 and having an end exposed to the outside of the column lower concrete 140;

, ≪ / RTI >

The lower end of the beam concrete 232 is mounted on an end of the column plate 160, the column bracket 120 and the beam steel 210 are coupled using a plate,

The column bracket 120, the support beam 210, and the column steel beam 110 are pushed together when the concrete (not shown) is laid, thereby realizing strong bonding.

As shown in FIG. 11,

Beam main body concrete 230; And a beam side concrete (240) formed at a side of the beam body concrete (230) while forming a step (242)

A lower surface of the beam side concrete 240 and a lower surface of the beam body concrete 230 are formed on the same level, and a slab (not shown) is mounted on the lower surface 242.

The lower end of the beam main body concrete 230 is connected to the lower end of the column plate 160. The lower end of the beam main body concrete 230 is formed with a recessed portion 244 that is retreated from the end of the beam body concrete 230, And is mounted on the end portion.

Also, as shown in FIG. 3,

A reinforcing plate 250 is installed at a lower end of the beam concrete 232 in contact with the beam concrete 232 and the column plate 160 to which a beam lower reinforcing steel 220 is bonded.

A lower end plate 250 to which a beam lower reinforcing bar 220 is joined is installed at the lower end of the beam main body concrete 230 where the beam main body concrete 230 and the column plate 160 are in contact with each other, do.

A method of constructing a steel joint structure using a steel joint structure of a PC column and a PC beam according to the present invention,

By using the rigid joint structure of the PC column and the PC beam,

(1) a step of recovering the PC beam 200 on one side of the PC column 100;

(2) The PC beam 200 is lowered so that the lower end of the beam concrete 232 is mounted on the end of the column plate 160 and the beam member 210 is coupled to the column bracket 120 using the plate A PC beam joining step;

(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;

(4) installing the compensating part reinforcing bars 260;

(5) installing an M-board (F1) between the PC beams (200) which are orthogonal to each other;

(6) Concrete pouring step for pouring concrete (not shown);

(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);

And a control unit.

In the step (4), a hole may be formed in the column steel frame 110 to penetrate the compensating portion reinforcing bar 260, or a coupler may be coupled.

Since the rigid joint structure of the PC column and the PC beam is used,

(1) a step of recovering the PC beam 200 on one side of the PC column 100;

(2) The PC beam 200 is lowered so that the lower end of the beam concrete 232 is mounted on the end of the column plate 160 and the beam member 210 is coupled to the column bracket 120 using the plate A PC beam joining step;

(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;

(4) installing the compensating part reinforcing bars 260;

The lower ends of the PC beams 200 are installed between the PC beams 200 orthogonal to each other and the lower ends thereof are brought into close contact with the recesses 244 and the stopping is performed on the extension lines of the corners of the upper concrete 130 and the lower concrete 140 An M-board mounting step for mounting the M-board (F1) in a corresponding shape and having a lower end in close contact with the column plate (160);

(6) Concrete pouring step for pouring concrete (not shown);

(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);

And a control unit.

Also, since the rigid joint structure of the PC column and the PC beam is used,

(1) a step of recovering the PC beam 200 on one side of the PC column 100;

(2) The PC beam 200 is lowered to lower the lower end plate 250 to the end of the column plate 160, and the lower end of the lower end plate 250 is lowered to the upper end of the column bracket 120 A PC beam joining step to join;

(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;

(4) installing the compensating part reinforcing bars 260;

The lower ends of the PC beams 200 are installed between the PC beams 200 orthogonal to each other and the lower ends thereof are brought into close contact with the recesses 244 and the stopping is performed on the extension lines of the corners of the upper concrete 130 and the lower concrete 140 An M-board mounting step for mounting the M-board (F1) in a corresponding shape and having a lower end in close contact with the column plate (160);

(6) Concrete pouring step for pouring concrete (not shown);

(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);

And a control unit.

In addition, since the rigid joint structure of the PC column and the PC beam is used,

(1) a step of recovering the PC beam 200 on one side of the PC column 100;

(2) The PC beam 200 is lowered to lower the lower end plate 250 to the end of the column plate 160, and the lower end of the lower end plate 250 is lowered to the upper end of the column bracket 120 A PC beam joining step to join;

(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;

(4) installing the compensating part reinforcing bars 260;

(5) installing an M-board (F1) between the PC beams (200) which are orthogonal to each other;

(6) Concrete pouring step for pouring concrete (not shown);

(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);

And a control unit.

17 is a view showing another embodiment of a PC column in a method of constructing a strong jointing structure of a PC column and a PC beam according to the present invention and a method of constructing a strong jointing structure using the same.

FIGS. 18 to 22 show a strong jointing structure of a PC column and a PC beam according to the present invention, and a construction process of another embodiment of the method of constructing a strong jointing structure using the same.

In the embodiment of Figs. 17 to 22, instead of the above-described column plate 160,

A column lower plate 162 installed below the column steel frame 110;

A column top plate (166) installed on the column lower concrete (140) and having an end exposed to the outside of the column lower concrete (140);

A filler plate 164 installed between the column lower plate 162 and the column upper plate 166;

, ≪ / RTI >

The column lower plate 162, the column upper plate 166, and the filler plate 164 are of the same size,

The filler plate 164 is formed with a hole for receiving a columnar reinforcing bar 172 protruding to a lower portion of the column lower plate 162 and a columnar reinforcing bar 170 protruded to an upper portion of the column upper plate 166 And,

The columnar reinforcing bars 170 are bent so as not to interfere with the columnar reinforcing bars 172 and the center line.

The beam concrete (232)

Beam main body concrete 230; And a beam side concrete (240) formed at a side of the beam body concrete (230) while forming a step (242)

A lower surface of the beam side concrete 240 and a lower surface of the beam body concrete 230 are formed on the same level, and a slab (not shown) is mounted on the lower surface 242.

The lower end of the beam main body concrete 230 is formed so that the lower end of the beam main body concrete 240 is positioned at the lower end of the column lower plate 162. [ And is mounted on the end portion.

As shown in Figure 3,

A lower end plate 250 to which a beam lower reinforcing bar 220 is bonded is installed at the lower end of the beam body concrete 230 where the beam concrete 232 and the column lower plate 162 are in contact with each other,

A lower end plate 250 to which a beam lower reinforcing bar 220 is joined is installed at the lower end of the beam main body concrete 230 where the beam main body concrete 230 and the column lower plate 162 are in contact with each other, .

As shown in FIGS. 18 to 22, in the method of constructing the steel joint structure using the steel joint structure of the PC column and the PC beam of the present invention,

By using the rigid joint structure of the PC column and the PC beam,

(1) a step of recovering the PC beam 200 on one side of the PC column 100;

(2) The PC beam 200 is lowered so that the lower end of the beam concrete 232 is mounted on the end of the column lower plate 162 and the beam member 210 is mounted on the column bracket 120 using the plate A PC beam joining step to join;

(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;

(4) installing the compensating part reinforcing bars 260;

(5) installing an M-board (F1) between the PC beams (200) which are orthogonal to each other;

(6) Concrete pouring step for pouring concrete (not shown);

(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);

And a control unit.

Since the rigid joint structure of the PC column and the PC beam is used,

(1) a step of recovering the PC beam 200 on one side of the PC column 100;

(2) The PC beam 200 is lowered so that the lower end of the beam concrete 232 is mounted on the end of the column lower plate 162 and the beam member 210 is mounted on the column bracket 120 using the plate A PC beam joining step to join;

(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;

(4) installing the compensating part reinforcing bars 260;

The lower ends of the PC beams 200 are installed between the PC beams 200 orthogonal to each other and the lower ends thereof are brought into close contact with the recesses 244 and the interrupted ends are extended to the extended lines of the corners of the upper concrete 130 and the lower concrete 140 An M-shaped board mounting step of mounting the M-shaped board F1 having a corresponding shape and having a lower end in close contact with the column lower plate 162;

(6) Concrete pouring step for pouring concrete (not shown);

(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);

And a control unit.

Also, since the rigid joint structure of the PC column and the PC beam is used,

(1) a step of recovering the PC beam 200 on one side of the PC column 100;

(2) The PC beam 200 is lowered so that the lower end plate 250 is lowered to the end of the column lower plate 162, and the beam supporting member 210 is used with the column bracket 120 A PC beam joining step for joining together;

(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;

(4) installing the compensating part reinforcing bars 260;

The lower ends of the PC beams 200 are installed between the PC beams 200 orthogonal to each other and the lower ends thereof are brought into close contact with the recesses 244 and the interrupted ends are extended to the extended lines of the corners of the upper concrete 130 and the lower concrete 140 An M-shaped board mounting step of mounting the M-shaped board F1 having a corresponding shape and having a lower end in close contact with the column lower plate 162;

(6) Concrete pouring step for pouring concrete (not shown);

(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);

And a control unit.

In addition, since the rigid joint structure of the PC column and the PC beam is used,

(1) a step of recovering the PC beam 200 on one side of the PC column 100;

(2) The PC beam 200 is lowered so that the lower end plate 250 is lowered to the end of the column lower plate 162, and the beam supporting member 210 is used with the column bracket 120 A PC beam joining step for joining together;

(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;

(4) installing the compensating part reinforcing bars 260;

(5) installing an M-board (F1) between the PC beams (200) which are orthogonal to each other;

(6) Concrete pouring step for pouring concrete (not shown);

(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);

And a control unit.

23 to 28 show the steel bolt joint structure of the PC column and the PC beam of the present invention and the inner bolt in the steel joint bolt joint structure using the same.

23 to 28, an inner bolt (IR) protrudes upwardly from the column top plate 166,

Since the inner bolt (IR) passes through the filler plate 164 and is fastened to the column lower plate 162,

 The inner bolt IR prevents the contact surfaces between the column top plate 166, the filler plate 164 and the column bottom plate 162 from being separated from each other, thereby transmitting the vertical and horizontal loads, The displacement generated in the column top plate 166, the filler plate 164, and the column bottom plate 162 is reduced.

29 is a view showing a reinforced bolt in a rigid joint structure of a PC column and a PC beam according to the present invention, and a rigid joint structure using the same.

29,

The reinforcing ribs R are connected to the column top plate 166 and the filler plate 166. The reinforcing ribs R are formed on the upper surface of the column upper plate 166, 164 and the column bottom plate 162 are prevented from being separated from each other to transmit the vertical and horizontal loads and the column top plate 166, the filler plate 164, Thereby reducing the displacement occurring in the plate (162).

FIG. 30 is a view showing a first joint of the PC column and the PC beam according to the present invention, and a method of constructing a joint structure using the same.

FIGS. 31 to 34 illustrate the structure of the intermediate part and the construction method in the method of constructing the steel joint and the PC joint of the present invention.

FIGS. 35 to 36 show the steel joints of the PC columns and the PC beams of the present invention, and the upper ends of the column joints in the construction method of the steel joint joining structure using the same.

37 to 50 show the structure of the upper end portion and the construction method in the method of constructing the steel joint structure of the PC column and the PC beam of the present invention and the steel joint structure using the same.

The rigid jointing structure of the PC column and the PC beam of the present invention,

The PC column 100 is referred to as a one-column 1000 having an intermediate portion A and an upper portion B. When the PC beam 200 is coupled to the intermediate portion A and the upper portion B ,

In the PC beam 200,

A beam concrete (232) and a beam steel frame (210) exposed at the upper end of the beam concrete,

The intermediate portion (A)

And a pillar bracket 120 horizontally installed on an outer surface of the pillar upper frame 130 and the pillar lower concrete 140. The pillar lower concrete (150) installed at the same level as the column lower concrete (140) on the upper end side surface of the column lower concrete (140)

In the upper end portion (B)

The lower column of the one-step column (1000)

The lower concrete 140 includes a column steel frame 110 exposed to the upper side of the column lower concrete 140 and a PC lowering concrete plate 140 installed at the same level as the column lower concrete 140 on the upper end side of the column lower concrete 140 150, < / RTI >

In the upper column of the one-column 1000,

And a columnar steel frame 110 exposed to the lower portion of the columnar concrete 130,

The lower portion of the column steel frame 110 in the upper frame is joined to the pillar-to-frame steel frame connecting bracket 180, which is formed in an obtuse-angled upper portion or in an obliquely processed upper end portion of the pillar steel frame 110 of the lower pillar ,

The lower end of the beam concrete 232 is mounted on the PC beam mounting plate 150 and the column bracket 120 and the beam steel frame 210 are coupled using a plate,

The column bracket 120, the support beam 210, and the connection bracket 180 between the column steel frame 110 and the column steel frame are pushed together when the concrete is laid, thereby realizing strong bonding .

51 shows another embodiment of Figs. 37 to 50. Fig.

51, a columnar reinforcing bar 172 protrudes from a lower portion of the columnar concrete 130, a columnar reinforcing bar 170 protrudes from the columnar lower concrete 140, And the upper reinforcing bars 172 and the lower reinforcing bars 170 are overlapped at the protruding portions.

The upper reinforcing bars 172 and the lower reinforcing bars 170 are overlapped only at the protruding portions,

A sleeve S is formed on the column lower concrete 140 at a position where the column lower bar 170 protrudes,

And the length of the lap joint is extended by inserting the columnar reinforcing bar 172 into the sleeve S,

The sleeve S may be grouted (G).

Figs. 52 to 54 illustrate an embodiment of an interior column in which PC beams are coupled to four columns of the first column in Figs. 37 to 50. Fig.

Figs. 55 to 58 show an embodiment of edge columns in which the PC beams are joined to the first three columns in Figs. 37 to 50. Fig.

Figs. 59 to 62 illustrate an embodiment of a corner column in which PC beams are coupled to two orthogonal surfaces of a first-column in Figs. 37 to 50. Fig.

A method of constructing a steel joint structure using a steel joint structure of a PC column and a PC beam according to the present invention,

The rigid joint structure of the PC column and the PC beam is used, and in the upper end portion (B)

(1) a step of recovering the PC beam 200 on one side of the first column 1000;

(2) The PC beam 200 is lowered so that the lower end of the beam concrete 232 is mounted on the PC beam mounting plate 150, and the beam supporting member 210 is coupled to the column bracket 120 using the plate A PC beam joining step;

(3) repeating the steps (1) and (2) on the other side of the one-sided column (1000) to install a plurality of PC beams (200);

(4) installing the compensating part reinforcing bars 260;

(5) installing an M-board (F1) between the PC beams (200) which are orthogonal to each other;

(6) Concrete pouring step for pouring concrete (not shown);

(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);

And a control unit.

In addition, by using the rigid joint structure of the PC column and the PC beam, in the upper end portion (B)

(1) a step of recovering the PC beam 200 on one side of the first column 1000;

(2) The PC beam 200 is lowered so that the lower end of the beam concrete 232 is mounted on the PC beam mounting plate 150, and the beam supporting member 210 is coupled to the column bracket 120 using the plate A PC beam joining step;

(3) repeating the steps (1) and (2) on the other side of the one-sided column (1000) to install a plurality of PC beams (200);

(4) a compensating part reinforcing bar installing step of installing a compensating part reinforcing bar 260 and connecting a fixing reinforcing part 262 bent to the compensating part reinforcing part 260;

(5) a flat board installation step of installing a flat board F2 between the PC beams 200 parallel to each other as shown in FIGS. 57 to 58;

(6) Concrete pouring step for pouring concrete (not shown);

(7) a flat board disassembling step of disassembling the flat board (F2) during or after curing the concrete (not shown);

And a control unit.

Also, since the rigid joint structure of the PC column and the PC beam is used, in the upper end portion B,

(1) a step of recovering the PC beam 200 on one side of the first column 1000;

(2) The PC beam 200 is lowered so that the lower end of the beam concrete 232 is mounted on the PC beam mounting plate 150, and the beam supporting member 210 is coupled to the column bracket 120 using the plate A PC beam joining step;

(3) repeating the steps (1) and (2) on the other side of the one-sided column (1000) to install a plurality of PC beams (200);

(4) a compensating part reinforcing bar installing step of installing a compensating part reinforcing bar 260 and connecting a fixing reinforcing part 262 bent to the compensating part reinforcing part 260;

(5) As shown in FIGS. 59 to 62, the step of installing a line board F3 is performed at a portion of 270 degrees between the PC beams 200;

(6) Concrete pouring step for pouring concrete (not shown);

(7) disassembly step of disassembling the bracket F3 during curing or after curing of the concrete (not shown);

And a control unit.

63 to 65 show another embodiment of a strong jointing structure of the PC column and the PC beam of the present invention and a construction method of the strong jointing structure using the same.

The embodiment of Figures 63-65,

An upper column reinforcing bar 172 is inserted in the upper column concrete 130. The upper column reinforcing rib 172 is bent and bent in the lower portion of the column upper concrete 130,

The column lower reinforcement 170 is inserted into the column lower concrete 140 and the column lower reinforcement 170 is cut and bent inside the upper portion of the column lower concrete 140. [

66 to 67 show another embodiment of a strong jointing structure of a PC column and a PC beam according to the present invention and a construction method of a strong jointing structure using the same.

In the embodiments of Figs. 66 to 67,

 In the embodiment of Figs. 63 to 65, the PC bracket plate 150 is omitted,

The lower end of the beam concrete 232 is mounted on the upper end of the column lower concrete 140.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed embodiments, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the invention.

It is therefore intended that the appended claims cover such modifications and variations as fall within the true scope of the invention.

A: Middle part
B:
F1: M board
F2: Date board
F3: Letterboard
IR: internal bolt
R: reinforcing rib
S: Sleeve
G: Grouting
100: PC pole
110: Column steel frame
120: Column bracket
130: Upper column concrete
140: Column lower concrete
150: PC mounting plate
160: column plate
162: column bottom plate
164: filler plate
166: column top plate
170: Column lower bar
172: Upper column rebar
180: Column-to-column connection bracket
200: PC Bo
210:
220: Beam bottom reinforcement
232: beam concrete
230: beam body concrete
240: beam side concrete
242:
244:
250: Lower end plate
260: Reinforcing section reinforcement
262: Settling bars
1000: 1 column

Claims (64)

delete delete delete A PC column 100 including a column steel frame 110 exposed between the column top concrete 130 and the column lower concrete 140 and a column bracket 120 horizontally installed on the outer surface of the column steel frame 110, ;
A PC beam (200) comprising a beam concrete (232) and a beam steel frame (210) exposed at the upper end of the beam concrete;
A PC beam mounting plate 150 installed on the upper end side of the column lower concrete 140 at the same level as the column lower concrete 140;
, ≪ / RTI >
The lower end of the beam concrete 232 is mounted on the PC beam mounting plate 150 and the column bracket 120 and the beam steel frame 210 are coupled using a plate,
The column bracket 120, the support beam 210, and the column steel beam 110 are placed together when concrete (not shown) is poured to realize a strong joint,
The beam concrete (232)
Beam main body concrete 230;
A side surface concrete 240 formed at a side surface of the beam main body concrete 230 so as to form a step 242;
, ≪ / RTI >
The lower surface of the beam side concrete 240 and the lower surface of the beam body concrete 230 are formed on the same level, and a slab (not shown) is mounted on the step 242,
The end portion of the beam side concrete 240 is formed with a retreated portion 244 which is retreated from the end portion of the beam body concrete 230,
And the lower end of the beam main body concrete (230) is mounted on the PC beam mounting plate (150).
5. The method of claim 4,
A lower end plate 250 to which a beam lower reinforcing bar 220 is joined is installed at the lower end of the beam main body concrete 230 where the beam main body concrete 230 and the PC beam retaining plate 150 are in contact with each other to reinforce Stiff joint structure of PC column and PC beam.
delete delete delete The rigid joint structure of the PC column and the PC beam of claim 4 is used,
(1) a step of recovering the PC beam 200 on one side of the PC column 100;
(2) The PC beam 200 is lowered so that the lower end of the beam concrete 232 is mounted on the PC beam mounting plate 150, and the beam supporting member 210 is coupled to the column bracket 120 using the plate A PC beam joining step;
(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;
(4) installing the compensating part reinforcing bars 260;
The lower ends of the PC beams 200 are installed between the PC beams 200 orthogonal to each other and the lower ends thereof are brought into close contact with the recesses 244 and the interrupted ends are extended to the extended lines of the corners of the upper concrete 130 and the lower concrete 140 An M-board mounting step of mounting the M-board F1 in a corresponding shape and having a lower end in close contact with the PC board mounting plate 150;
(6) Concrete pouring step for pouring concrete (not shown);
(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);
The method of claim 1, wherein the joining structure of the PC column and the PC beam is formed by joining the joining structure of the PC column and the PC beam.
The rigid joint structure of the PC column and the PC beam of claim 5 is used,
(1) a step of recovering the PC beam 200 on one side of the PC column 100;
(2) The PC beam 200 is lowered to place the lower end plate 250 on the PC beam mounting plate 150, and the beam supporting member 210 is coupled to the column bracket 120 using the plate A PC beam joining step;
(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;
(4) installing the compensating part reinforcing bars 260;
The lower ends of the PC beams 200 are installed between the PC beams 200 orthogonal to each other and the lower ends thereof are brought into close contact with the recesses 244 and the interrupted ends are extended to the extended lines of the corners of the upper concrete 130 and the lower concrete 140 An M-board mounting step of mounting the M-board F1 in a corresponding shape and having a lower end in close contact with the PC board mounting plate 150;
(6) Concrete pouring step for pouring concrete (not shown);
(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);
The method of claim 1, wherein the joining structure of the PC column and the PC beam is formed by joining the joining structure of the PC column and the PC beam.
delete delete delete A PC column 100 including a column steel frame 110 exposed between the column top concrete 130 and the column lower concrete 140 and a column bracket 120 horizontally installed on the outer surface of the column steel frame 110, ;
A PC beam (200) comprising a beam concrete (232) and a beam steel frame (210) exposed at the upper end of the beam concrete;
A column plate 160 installed on the column lower concrete 140 and having an end exposed to the outside of the column lower concrete 140;
, ≪ / RTI >
The lower end of the beam concrete 232 is mounted on an end of the column plate 160, the column bracket 120 and the beam steel 210 are coupled using a plate,
The column bracket 120, the support beam 210, and the column steel beam 110 are placed together when concrete (not shown) is poured to realize a strong joint,
The beam concrete (232)
Beam main body concrete 230;
A side surface concrete 240 formed at a side surface of the beam main body concrete 230 so as to form a step 242;
, ≪ / RTI >
The lower surface of the beam side concrete 240 and the lower surface of the beam body concrete 230 are formed on the same level, and a slab (not shown) is mounted on the step 242,
The end portion of the beam side concrete 240 is formed with a retreated portion 244 which is retreated from the end portion of the beam body concrete 230,
And the lower end of the beam main body concrete (230) is mounted on the end of the column plate (160).
The method of claim 14,
A lower end plate 250 to which a beam lower reinforcing bar 220 is joined is installed at the lower end of the beam main body concrete 230 where the beam main body concrete 230 and the column plate 160 are in contact with each other, Strength bonding of PC column and PC beam.
delete delete The rigid joint structure of the PC column and the PC beam of claim 14 is used,
(1) a step of recovering the PC beam 200 on one side of the PC column 100;
(2) The PC beam 200 is lowered so that the lower end of the beam concrete 232 is mounted on the end of the column plate 160 and the beam member 210 is coupled to the column bracket 120 using the plate A PC beam joining step;
(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;
(4) installing the compensating part reinforcing bars 260;
The lower ends of the PC beams 200 are installed between the PC beams 200 orthogonal to each other and the lower ends thereof are brought into close contact with the recesses 244 and the interrupted ends are extended to the extended lines of the corners of the upper concrete 130 and the lower concrete 140 An M-board mounting step for mounting the M-board (F1) in a corresponding shape and having a lower end in close contact with the column plate (160);
(6) Concrete pouring step for pouring concrete (not shown);
(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);
The method of claim 1, wherein the joining structure of the PC column and the PC beam is formed by joining the joining structure of the PC column and the PC beam.
The rigid joint structure of the PC column and the PC beam of claim 15 is used,
(1) a step of recovering the PC beam 200 on one side of the PC column 100;
(2) The PC beam 200 is lowered to lower the lower end plate 250 to the end of the column plate 160, and the lower end of the lower end plate 250 is lowered to the upper end of the column bracket 120 A PC beam joining step to join;
(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;
(4) installing the compensating part reinforcing bars 260;
The lower ends of the PC beams 200 are installed between the PC beams 200 orthogonal to each other and the lower ends thereof are brought into close contact with the recesses 244 and the interrupted ends are extended to the extended lines of the corners of the upper concrete 130 and the lower concrete 140 An M-board mounting step for mounting the M-board (F1) in a corresponding shape and having a lower end in close contact with the column plate (160);
(6) Concrete pouring step for pouring concrete (not shown);
(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);
The method of claim 1, wherein the joining structure of the PC column and the PC beam is formed by joining the joining structure of the PC column and the PC beam.
delete A PC column 100 including a column steel frame 110 exposed between the column top concrete 130 and the column lower concrete 140 and a column bracket 120 horizontally installed on the outer surface of the column steel frame 110, ;
A PC beam (200) comprising a beam concrete (232) and a beam steel frame (210) exposed at the upper end of the beam concrete;
A column plate 160 installed on the column lower concrete 140 and having an end exposed to the outside of the column lower concrete 140;
, ≪ / RTI >
The lower end of the beam concrete 232 is mounted on an end of the column plate 160, the column bracket 120 and the beam steel 210 are coupled using a plate,
The column bracket 120, the support beam 210, and the column steel beam 110 are placed together when concrete (not shown) is poured to realize a strong joint,
The column plate (160)
A column lower plate 162 installed below the column steel frame 110;
A column top plate (166) installed on the column lower concrete (140) and having an end exposed to the outside of the column lower concrete (140);
A filler plate 164 installed between the column lower plate 162 and the column upper plate 166;
, ≪ / RTI >
The column lower plate 162, the column upper plate 166, and the filler plate 164 are of the same size,
The filler plate 164 is formed with a hole for receiving a columnar reinforcing bar 172 protruding to a lower portion of the column lower plate 162 and a columnar reinforcing bar 170 protruded to an upper portion of the column upper plate 166 And,
Wherein the columnar reinforcing bar (170) is bent so as not to interfere with the columnar reinforcing bar (172) and the center line.
22. The method of claim 21,
The beam concrete (232)
Beam main body concrete 230;
A side surface concrete 240 formed at a side surface of the beam main body concrete 230 so as to form a step 242;
, ≪ / RTI >
The lower surface of the beam side concrete 240 and the lower surface of the beam body concrete 230 are formed on the same level and a slab (not shown) is mounted on the step 242. [ Jointed steel structure of beams.
The method of claim 22,
The end portion of the beam side concrete 240 is formed with a retreated portion 244 which is retreated from the end portion of the beam body concrete 230,
And the lower end of the beam main body concrete (230) is mounted at the end of the column lower plate (162).
24. The method of claim 23,
A lower end plate 250 to which a beam lower reinforcing bar 220 is joined is installed at the lower end of the beam main body concrete 230 where the beam main body concrete 230 and the column lower plate 162 are in contact with each other, Strengthened joint structure of PC column and PC beam.
22. The method of claim 21,
And a lower end plate 250 to which a beam lower reinforcing bar 220 is joined is installed and reinforced at a lower end of the beam main body concrete 230 where the beam concrete 232 and the column lower plate 162 are in contact with each other. Steel Joint Connection Structure of PC Column and PC Beam.
The rigid joint structure of the PC column and the PC beam of claim 21 or 22 is used,
(1) a step of recovering the PC beam 200 on one side of the PC column 100;
(2) The PC beam 200 is lowered so that the lower end of the beam concrete 232 is mounted on the end of the column lower plate 162 and the beam member 210 is mounted on the column bracket 120 using the plate A PC beam joining step to join;
(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;
(4) installing the compensating part reinforcing bars 260;
(5) installing an M-board (F1) between the PC beams (200) which are orthogonal to each other;
(6) Concrete pouring step for pouring concrete (not shown);
(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);
The method of claim 1, wherein the joining structure of the PC column and the PC beam is formed by joining the joining structure of the PC column and the PC beam.
The present invention uses the rigid joint structure of the PC column and the PC beam of claim 23,
(1) a step of recovering the PC beam 200 on one side of the PC column 100;
(2) The PC beam 200 is lowered so that the lower end of the beam concrete 232 is mounted on the end of the column lower plate 162 and the beam member 210 is mounted on the column bracket 120 using the plate A PC beam joining step to join;
(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;
(4) installing the compensating part reinforcing bars 260;
The lower ends of the PC beams 200 are installed between the PC beams 200 orthogonal to each other and the lower ends thereof are brought into close contact with the recesses 244 and the interrupted ends are extended to the extended lines of the corners of the upper concrete 130 and the lower concrete 140 An M-shaped board mounting step of mounting the M-shaped board F1 having a corresponding shape and having a lower end in close contact with the column lower plate 162;
(6) Concrete pouring step for pouring concrete (not shown);
(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);
The method of claim 1, wherein the joining structure of the PC column and the PC beam is formed by joining the joining structure of the PC column and the PC beam.
The rigid bonding structure of the PC column and the PC beam of claim 24 is used,
(1) a step of recovering the PC beam 200 on one side of the PC column 100;
(2) The PC beam 200 is lowered so that the lower end plate 250 is lowered to the end of the column lower plate 162, and the beam supporting member 210 is used with the column bracket 120 A PC beam joining step for joining together;
(3) a PC beam installation step of repeating the steps (1) and (2) on the other surface of the PC column 100 to install a plurality of PC beams 200;
(4) installing the compensating part reinforcing bars 260;
The lower ends of the PC beams 200 are installed between the PC beams 200 orthogonal to each other and the lower ends thereof are brought into close contact with the recesses 244 and the interrupted ends are extended to the extended lines of the corners of the upper concrete 130 and the lower concrete 140 An M-shaped board mounting step of mounting the M-shaped board F1 having a corresponding shape and having a lower end in close contact with the column lower plate 162;
(6) Concrete pouring step for pouring concrete (not shown);
(7) disassembling the M-shaped board F1 during curing or curing the concrete (not shown);
The method of claim 1, wherein the joining structure of the PC column and the PC beam is formed by joining the joining structure of the PC column and the PC beam.
delete 25. The method according to any one of claims 21 to 24,
An inner bolt (IR) protrudes upwardly from the column top plate 166,
Since the inner bolt (IR) passes through the filler plate 164 and is fastened to the column lower plate 162,
The inner bolt IR prevents the contact surfaces between the column top plate 166, the filler plate 164 and the column bottom plate 162 from being separated from each other, thereby transmitting the vertical and horizontal loads, Wherein a displacement generated in the column top plate (166), the filler plate (164), and the column bottom plate (162) is reduced by the joining structure of the PC column and the PC beam.
26. The method of claim 25,
An inner bolt (IR) protrudes upwardly from the column top plate 166,
Since the inner bolt (IR) passes through the filler plate 164 and is fastened to the column lower plate 162,
The inner bolt IR prevents the contact surfaces between the column top plate 166, the filler plate 164 and the column bottom plate 162 from being separated from each other, thereby transmitting the vertical and horizontal loads, Wherein a displacement generated in the column top plate (166), the filler plate (164), and the column bottom plate (162) is reduced by the joining structure of the PC column and the PC beam.
delete delete 26. The method of claim 26,
An inner bolt (IR) protrudes upwardly from the column top plate 166,
Since the inner bolt (IR) passes through the filler plate 164 and is fastened to the column lower plate 162,
The inner bolt IR prevents the contact surfaces between the column top plate 166, the filler plate 164 and the column bottom plate 162 from being separated from each other, thereby transmitting the vertical and horizontal loads, And the column bottom plate (162) is formed on the columnar plate (166), the pillars (164), and the column lower plate (162) .
28. The method of claim 27,
An inner bolt (IR) protrudes upwardly from the column top plate 166,
Since the inner bolt (IR) passes through the filler plate 164 and is fastened to the column lower plate 162,
The inner bolt IR prevents the contact surfaces between the column top plate 166, the filler plate 164 and the column bottom plate 162 from being separated from each other, thereby transmitting the vertical and horizontal loads, And the column bottom plate (162) is formed on the columnar plate (166), the pillars (164), and the column lower plate (162) .
29. The method of claim 28,
An inner bolt (IR) protrudes upwardly from the column top plate 166,
Since the inner bolt (IR) passes through the filler plate 164 and is fastened to the column lower plate 162,
The inner bolt IR prevents the contact surfaces between the column top plate 166, the filler plate 164 and the column bottom plate 162 from being separated from each other, thereby transmitting the vertical and horizontal loads, And the column bottom plate (162) is formed on the columnar plate (166), the pillars (164), and the column lower plate (162) .
delete delete delete delete delete delete delete delete delete delete delete delete delete delete delete delete delete delete delete delete delete delete delete delete The method of claim 22,
Wherein the stepped portion (242) of the PC column and the PC beam is omitted.
delete delete delete
KR1020160009258A 2016-01-26 2016-01-26 the rigid connection structure between precast concrete column and precast concrete beam, the construction method of rigid connection structure using the same KR101836896B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020160009258A KR101836896B1 (en) 2016-01-26 2016-01-26 the rigid connection structure between precast concrete column and precast concrete beam, the construction method of rigid connection structure using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020160009258A KR101836896B1 (en) 2016-01-26 2016-01-26 the rigid connection structure between precast concrete column and precast concrete beam, the construction method of rigid connection structure using the same

Publications (2)

Publication Number Publication Date
KR20170089447A KR20170089447A (en) 2017-08-04
KR101836896B1 true KR101836896B1 (en) 2018-04-20

Family

ID=59654389

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020160009258A KR101836896B1 (en) 2016-01-26 2016-01-26 the rigid connection structure between precast concrete column and precast concrete beam, the construction method of rigid connection structure using the same

Country Status (1)

Country Link
KR (1) KR101836896B1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107254918B (en) * 2017-08-08 2023-07-25 北京建工四建工程建设有限公司 Beam column node structure of steel-concrete combined member and construction method
CN113389271A (en) * 2021-07-15 2021-09-14 辽宁工程技术大学 Novel assembled concrete beam column node

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100937745B1 (en) * 2009-04-24 2010-01-20 에스에이치공사 Constructing method using precast concrete column
KR101030419B1 (en) * 2010-07-28 2011-04-20 경희대학교 산학협력단 Joint structure of vertical member and horizontal member
KR101548215B1 (en) * 2014-04-14 2015-09-07 경희대학교 산학협력단 the deep composite precast beam, the connection structure between composite precast column and the deep composite precast beam

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100937745B1 (en) * 2009-04-24 2010-01-20 에스에이치공사 Constructing method using precast concrete column
KR101030419B1 (en) * 2010-07-28 2011-04-20 경희대학교 산학협력단 Joint structure of vertical member and horizontal member
KR101548215B1 (en) * 2014-04-14 2015-09-07 경희대학교 산학협력단 the deep composite precast beam, the connection structure between composite precast column and the deep composite precast beam

Also Published As

Publication number Publication date
KR20170089447A (en) 2017-08-04

Similar Documents

Publication Publication Date Title
KR101844344B1 (en) the rigid connection structure between precast concrete column and precast concrete beam, the construction method of rigid connection structure using the same
KR101295740B1 (en) Joint of Steel Column
CN101839061A (en) Unilateral formwork erecting system of cast-in-site concrete arc outer wall body and construction method thereof
KR101713863B1 (en) the rigid connection structure between precast concrete column and precast concrete beam using the temporary bracket installing precast concrete column, the modular system using the same
KR101995496B1 (en) the rigid connection structure between the upper precast concrete column and the lower precast concrete column and the rigid connection structure of the precast concrete girder using the same
KR101844343B1 (en) the rigid connection structure between hybrid precast concrete column and precast concrete beam, the construction method of rigid connection structure using the same
JP6645894B2 (en) Construction method of beam-column joint structure
KR101995497B1 (en) the rigid connection structure between the upper precast concrete column and the lower precast concrete column and the rigid connection structure of the precast concrete girder using the same
KR101766810B1 (en) the rigid connection structure between precast concrete column and precast concrete beam using the permanent bracket installing precast concrete column
KR101836896B1 (en) the rigid connection structure between precast concrete column and precast concrete beam, the construction method of rigid connection structure using the same
KR101766808B1 (en) the rigid connection structure between precast concrete column and precast concrete beam using the permanent bracket installing precast concrete column
KR101766809B1 (en) the rigid connection structure between precast concrete column and precast concrete beam using the permanent bracket installing precast concrete column
KR100710583B1 (en) Hybrid system of pc column and steel beam
KR101858972B1 (en) the rigid connection structure without concrete between the upper precast concrete column and the lower precast concrete column and the rigid connection structure between precast concrete column and precast concrete beam
KR101872274B1 (en) the rigid connection structure between the upper precast concrete column and the lower precast concrete column and the rigid connection structure between precast concrete column and precast concrete beam
KR100705560B1 (en) Connecting structure between cft column and rc slab reinforced by high strength concrete
KR101864198B1 (en) the SRC connection structure between precast concrete column and precast concrete beam, the plate connection structure between precast concrete upper column and precast concrete lower column
KR101766811B1 (en) the rigid connection structure between precast concrete column and precast concrete beam using the permanent bracket installing precast concrete column
KR101747002B1 (en) Structure using reinforced concrete and composite beams and Construction method thereof
JP5001897B2 (en) Building construction method
KR101872298B1 (en) the rigid connection structure between precast concrete column and precast concrete beam
KR101891963B1 (en) the improved hybrid precast concrete beam for saving the rebar and the rigid connection structure between precast concrete column and precast concrete beam using the same
KR101795434B1 (en) the connection structure between wall type precast concrete upper column and wall type precast concrete lower column, the SRC connection structure between wall type precast concrete column and precast concrete beam using the same
KR101785317B1 (en) the connection structure between wall type precast concrete upper column and wall type precast concrete lower column, the RC connection structure between wall type precast concrete column and precast concrete beam using the same
KR100973234B1 (en) Elevator pit structure and construction method thereof

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant