KR101844343B1 - the rigid connection structure between hybrid precast concrete column and precast concrete beam, the construction method of rigid connection structure using the same - Google Patents
the rigid connection structure between hybrid precast concrete column and precast concrete beam, the construction method of rigid connection structure using the same Download PDFInfo
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- KR101844343B1 KR101844343B1 KR1020160030209A KR20160030209A KR101844343B1 KR 101844343 B1 KR101844343 B1 KR 101844343B1 KR 1020160030209 A KR1020160030209 A KR 1020160030209A KR 20160030209 A KR20160030209 A KR 20160030209A KR 101844343 B1 KR101844343 B1 KR 101844343B1
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- Prior art keywords
- column
- concrete
- plate
- steel
- bracket
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- 239000011178 precast concrete Substances 0.000 title description 186
- 238000010276 construction Methods 0.000 title description 21
- 239000004567 concrete Substances 0.000 claims abstract description 238
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 107
- 239000010959 steel Substances 0.000 claims abstract description 107
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 97
- 238000000034 method Methods 0.000 claims abstract description 63
- 239000000945 filler Substances 0.000 claims abstract description 23
- 230000002787 reinforcement Effects 0.000 claims abstract description 15
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 7
- 230000008878 coupling Effects 0.000 claims description 23
- 238000010168 coupling process Methods 0.000 claims description 23
- 238000005859 coupling reaction Methods 0.000 claims description 23
- 230000002452 interceptive effect Effects 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims 13
- 238000009434 installation Methods 0.000 description 6
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
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
-
- E04B1/40—
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a lower PC column 100 comprising a column lower concrete 110, a column lower reinforcement 120 and a column lower plate 130 coupled with the upper ends of the column lower reinforcement 120;
An upper PC column 200 including a column upper concrete 210, a column upper reinforcement 220 and a column upper plate 230 coupled with a lower end of the column upper reinforcement 220;
A filler plate (PP) installed between the column lower plate (130) and the column upper plate (230);
A bracket bracket 300 installed at an end of the column top plate 230 protruded outward from the outer surface of the column top concrete 210;
A PC beam 400 including beam concrete 410 and a compensating section steel frame 490 protruding to an upper end of the beam concrete 410;
, ≪ / RTI >
The lower end of the beam concrete 410 is mounted on the beam bracket 300,
The compensating part steel frame 490 is fastened to a column bracket 290 protruding outside the outer surface of the columnar concrete 210,
The reinforcing portion steel frame 490 and the column bracket 290 are disposed together when the concrete (not shown) is poured, thereby realizing a strong bonding. The reinforcing steel frame 490 and the column bracket 290 are formed of a steel- A joint structure, and a method of constructing a steel joint structure using the same.
And a column center frame 250 in which a plate is joined to an upper portion of the column top concrete 210 and a lower portion thereof is joined to an upper portion of the column top plate 230. In the column center frame 250, The present invention provides a rigid joint structure of a steel-concrete hybrid PC column and a PC beam, and a method of constructing a rigid joint structure using the same, wherein one end of the column bracket 290 is joined.
And a reinforcing steel reinforcing bar 450 is joined to the reinforcing reinforcing steel reinforcing bars 450 on the outer surface of the column upper concrete 210. [ - It provides strong jointing structure of concrete hybrid PC column and PC beam, and a method of constructing strong jointing structure using it.
Description
The present invention relates to a steel-concrete hybrid PC column and a PC beam with a joining portion selectively installed using a PC beam mounting plate installed on a PC column to implement a moment bonding method by improving a joining portion between a column and a beam And a method of constructing a steel joint structure using the same.
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, a PC mounted on a PC column may cause a safety accident due to the deviation of the column-to-beam connection. 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, researchers of the PC method of the 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.
Disclosure of Invention Technical Problem [8] The present invention has been made in order to solve the above-mentioned problems of the related art,
We propose a rigid joint structure of steel - concrete hybrid PC columns and PC beams, and a method of constructing a rigid joint structure using the joints, which improves the joints of columns and beams and implements the moment - joint method by dry method.
The present invention is directed to a
An
A filler plate (PP) installed between the column lower plate (130) and the column upper plate (230);
A
A
, ≪ / RTI >
The lower end of the
The compensating
The reinforcing
And a
And a reinforcing
According to the present invention, a rigid joint structure of a steel-concrete hybrid PC column and a PC beam, in which a joint for implementing a moment joining method is improved by improving a joining portion between a column and a beam, and a construction method of a rigid joint structure using the joining structure to provide.
FIGS. 1 to 13 show a steel joint structure of a steel-concrete hybrid PC column and a PC beam with joints of the present invention installed, and a construction process of a steel joint joint structure using the same.
FIG. 14 is a view showing an embodiment of a PC column in a steel jointed structure of a steel-concrete hybrid PC column and a PC beam in which a joint part of the present invention is installed, and a method of constructing a steel jointed structure using the same.
FIGS. 15 to 16 show another embodiment of a steel joint assembly of a steel-concrete hybrid PC column and a PC beam with joints of the present invention, and a construction method of a steel joint assembly structure using the same.
FIGS. 17 to 18 show another embodiment of a construction method of a steel-concrete hybrid PC column and a PC beam having a joining portion of the present invention installed thereon, and a construction method of a steel-joint joining structure using the same.
19 is a view showing another embodiment of the construction process of the steel joint structure of the steel-concrete hybrid PC column and the PC beam in which the joint part of the present invention is installed, and the construction method of the steel joint joint 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.
FIGS. 1 to 13 show a steel joint structure of a steel-concrete hybrid PC column and a PC beam with joints of the present invention installed, and a construction process of a steel joint joint structure using the same.
The rigid joint structure of steel-concrete hybrid PC columns and PC beams with joints of the present invention,
A
An
A filler plate (PP) installed between the column lower plate (130) and the column upper plate (230);
A
A
, ≪ / RTI >
The lower end of the
The compensating
The compensating
And although not shown,
The
The beam
Specifically, as shown in FIG. 2,
A
And one end of the
A method of constructing a steel joint-bonded structure using a steel-joint hybrid structure of a steel-concrete hybrid PC column and a PC beam in which a joint of the present invention is installed,
The rigid joint structure of the steel-concrete hybrid PC column and the PC beam in which the joint is installed is used,
(1) a PC column coupling step of coupling the
(2) a step of recovering the
(3) The
(4) repeating the steps (2) to (3) on the other surface of the
(5) installing a lower end plate (500) in the bracket bracket (300) so as to close the space between the end of the beam concrete (410) and the outer surface of the column upper concrete (210);
(6) Concrete pouring step for pouring concrete (not shown);
(7) disassembling the
And a control unit.
The
The rigid joint structure of the steel-concrete hybrid PC column and the PC beam with the joining portion of the present invention installed,
A beam connecting
A method of constructing a steel joint-bonded structure using a steel-joint hybrid structure of a steel-concrete hybrid PC column and a PC beam in which a joint of the present invention is installed,
The rigid joint structure of the steel-concrete hybrid PC column and the PC beam in which the joint is installed is used,
(1) a PC column coupling step of coupling the
(2) a step of recovering the
(3) The
(4) repeating the steps (2) to (3) on the other surface of the
(5) installing a lower end plate (500) in the bracket bracket (300) so as to close the space between the end of the beam concrete (410) and the outer surface of the column upper concrete (210);
(6) Concrete pouring step for pouring concrete (not shown);
(7) disassembling the
And a control unit.
As shown in FIG. 2, the steel-concrete hybrid PC column and the PC beam with the joining portion of the present invention installed thereon,
The lower portion of the
Since the upper portion of the columnar lower reinforcing
And the nut coupling portions projected upward are inserted into the holes of the filler plate PP without interfering with each other.
An inner bolt (IR) protrudes above the column
Since the inner bolt (IR) passes through the filler plate (PP) and is fastened to the column top plate (230)
The inner bolt IR prevents the contact surface between the column
Although not shown, the steel joint structure of the steel-concrete hybrid PC column and the PC beam in which the joint part of the present invention is installed is formed by forming an opening (not shown) on the lower side of the
After a nut is fastened to the upper end of the inner bolt (IR) through the opening (not shown)
And grouting (G) the opening (not shown).
A method of constructing a steel joint-bonded structure using a steel-joint hybrid structure of a steel-concrete hybrid PC column and a PC beam in which a joint of the present invention is installed,
The rigid joint structure of the steel-concrete hybrid PC column and the PC beam in which the joint is installed is used,
(1) a PC column coupling step of coupling the
(2) a step of recovering the
(3) The
(4) a grouting step of grouting (G) the opening (O) after fastening a nut to the upper end of the inner bolt (IR) through the opening (O);
(5) repeating the steps (2) to (4) on the other surface of the
(6) installing a lower end plate (500) in the bracket bracket (300) so as to close between the end of the beam concrete (410) and the outer surface of the column top concrete (210);
(7) Concrete pouring step for pouring concrete (not shown);
(8) disassembly of the
And a control unit.
The present invention, as shown in FIG. 6,
The
A reinforcing
The beam lower reinforcing
And the reinforcing
FIG. 14 is a view showing an embodiment of a PC column in a steel jointed structure of a steel-concrete hybrid PC column and a PC beam in which a joint part of the present invention is installed, and a method of constructing a steel jointed structure using the same.
The rigid joint structure of the steel-concrete hybrid PC column and the PC beam with the joining portion of the present invention installed is provided with a column
The
And one end of the
FIGS. 15 to 16 show another embodiment of a steel joint assembly of a steel-concrete hybrid PC column and a PC beam with joints of the present invention, and a construction method of a steel joint assembly structure using the same.
The rigid joint structure of the steel-concrete hybrid PC column and the PC beam in which the joint part of the present invention is installed is composed of a PC column 100 'comprising a column concrete 110' and a columnar bar 120 ';
A bracket bracket 300 'installed so as to protrude from the outer surface of the column concrete 110';
A
, ≪ / RTI >
The lower end of the
The compensating
The compensating
And a
And one end of the
A method of constructing a steel joint-bonded structure using a steel-joint hybrid structure of a steel-concrete hybrid PC column and a PC beam in which a joint of the present invention is installed,
The rigid joint structure of the steel-concrete hybrid PC column and the PC beam in which the joint is installed is used,
(1) a step of recovering the
(2) The
(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
(4) installing a second end plate (500) on the beam bracket (300 ') to close the space between the end of the beam concrete (410) and the outer surface of the column concrete (110');
(5) Concrete pouring step for pouring concrete (not shown);
(6) a step of dismounting the
And a control unit.
In addition, the steel joint structure of the steel-concrete hybrid PC column and the PC beam with the joining portion of the present invention installed therein is formed such that a beam connecting
A method of constructing a steel joint-bonded structure using a steel-joint hybrid structure of a steel-concrete hybrid PC column and a PC beam in which a joint of the present invention is installed,
The rigid joint structure of the steel-concrete hybrid PC column and the PC beam in which the joint is installed is used,
(1) a step of recovering the
(2) The
(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
(4) installing a second end plate (500) on the beam bracket (300 ') to close the space between the end of the beam concrete (410) and the outer surface of the column concrete (110');
(5) Concrete pouring step for pouring concrete (not shown);
(6) a step of dismounting the
And a control unit.
FIGS. 17 to 18 show another embodiment of a construction method of a steel-concrete hybrid PC column and a PC beam having a joining portion of the present invention installed thereon, and a construction method of a steel-joint joining structure using the same.
The steel joint structure of the steel-concrete hybrid PC column and the PC beam with the joining portion of the present invention installed therein is formed by the column
And one end of the
A method of constructing a steel joint-bonded structure using a steel-joint hybrid structure of a steel-concrete hybrid PC column and a PC beam in which a joint of the present invention is installed,
The rigid joint structure of the steel-concrete hybrid PC column and the PC beam in which the joint is installed is used,
(1) a step of recovering the
(2) The
(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
(4) installing a second end plate (500) on the beam bracket (300 ') to close the space between the end of the beam concrete (410) and the outer surface of the column concrete (110');
(5) Concrete pouring step for pouring concrete (not shown);
(6) a step of dismounting the
And a control unit.
Although not shown, in the steel joint structure of the steel-concrete hybrid PC column and the PC beam in which the joint of the present invention is installed, the
A method of constructing a steel joint-bonded structure using a steel-joint hybrid structure of a steel-concrete hybrid PC column and a PC beam in which a joint of the present invention is installed,
The rigid joint structure of the steel-concrete hybrid PC column and the PC beam in which the joint is installed is used,
(1) a PC column coupling step of coupling the
(2) a step of recovering the
(3) The
(4) repeating the steps (2) to (3) on the other surface of the
(5) installing a lower end plate (500) in the bracket bracket (300) so as to close the space between the end of the beam concrete (410) and the outer surface of the column upper concrete (210);
(6) Concrete pouring step for pouring concrete (not shown);
(7) disassembling the
And a control unit.
19 is a view showing another embodiment of the construction process of the steel joint structure of the steel-concrete hybrid PC column and the PC beam in which the joint part of the present invention is installed, and the construction method of the steel joint joint structure using the same.
The steel joint structure of the steel-concrete hybrid PC column and the PC beam in which the joint part of the present invention is installed has a structure in which a cobble 300 '' protruding from the outer surface of the column concrete 110 'is used instead of the beam bracket 300' Formed,
The lower end of the
A method of constructing a steel joint-bonded structure using a steel-joint hybrid structure of a steel-concrete hybrid PC column and a PC beam in which a joint of the present invention is installed,
The rigid joint structure of the steel-concrete hybrid PC column and the PC beam in which the joint is installed is used,
(1) a step of recovering the
(2) The
(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
(4) installing a second end plate (500) on the beam bracket (300 ') to close the space between the end of the beam concrete (410) and the outer surface of the column concrete (110');
(5) Concrete pouring step for pouring concrete (not shown);
(6) a step of dismounting the
And a control unit.
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.
PP: filler plate
IR: internal bolt
G: Grouting
100: Lower PC column
100`: PC column
110: Column lower concrete
110`: column concrete
120: Column lower bar
120 `: pillar rebar
130: column bottom plate
152: column lower steel frame
200: Top PC column
210: Columnar concrete
220: Upper column bracing
230: column top plate
250: column center steel frame
252: Upper column steel frame
252 `: column steel frame
270: beam connection pillar
290: Column bracket
300, 300`: Bracket bracket
300``: Korb
400: PC Bo
410: beam concrete
420: Beam bottom reinforcement
430: reinforcing plate
450: Reinforcing section reinforcing bar
490: Compensation department steel
Claims (38)
An upper PC column 200 including a column upper concrete 210, a column upper reinforcement 220 and a column upper plate 230 coupled with a lower end of the column upper reinforcement 220;
A filler plate (PP) installed between the column lower plate (130) and the column upper plate (230);
A bracket bracket 300 installed at an end of the column top plate 230 protruded outward from the outer surface of the column top concrete 210;
A PC beam 400 including beam concrete 410 and a compensating section steel frame 490 protruding to an upper end of the beam concrete 410;
, ≪ / RTI >
The lower end of the beam concrete 410 is mounted on the beam bracket 300,
The compensating part steel frame 490 is fastened to a column bracket 290 protruding outside the outer surface of the columnar concrete 210,
The reinforcing portion steel frame 490 and the column bracket 290 are disposed together when the concrete (not shown) is poured, thereby realizing a strong bonding. The reinforcing steel frame 490 and the column bracket 290 are formed of a steel- Bond structure.
A column center frame 250 having a plate joined to an upper portion of the column top concrete 210 and a lower portion joined to an upper portion of the column top plate 230,
Wherein a column bracket (290) is coupled to the column center frame (250), and one end of the column bracket (290) is joined to the column center frame frame (250).
A beam connecting column reinforcing bar 270 protrudes on the outer surface of the column top concrete 210,
And the compensating reinforcing bars 450 are joined to the reinforcing reinforcing reinforcing bars 450 by the reinforcing reinforcing bars 450. The reinforced reinforcing bars 450 are joined to the reinforcing reinforcing bars 450 by reinforcing bars.
The lower portion of the columnar reinforcing bar 220 is linearly protruded to the lower portion of the column upper plate 230 and coupled with a nut,
Since the upper portion of the columnar lower reinforcing bar 120 is bent and the upper end thereof is protruded to the upper portion of the column lower plate 130,
Wherein the nut joint portions protruded upward are inserted into the holes of the filler plate (PP) without interfering with each other. The rigid joint structure of the steel frame-concrete hybrid column and the PC beam with the joint attached.
The lower portion of the columnar reinforcing bar 220 is linearly protruded to the lower portion of the column upper plate 230 and coupled with a nut,
Since the upper portion of the columnar lower reinforcing bar 120 is bent and the upper end thereof is protruded to the upper portion of the column lower plate 130,
Wherein the nut joint portions protruded upward are inserted into the holes of the filler plate (PP) without interfering with each other. The rigid joint structure of the steel frame-concrete hybrid column and the PC beam with the joint attached.
An inner bolt (IR) protrudes above the column lower plate 130,
Since the inner bolt (IR) passes through the filler plate (PP) and is fastened to the column top plate (230)
The inner bolt IR prevents the contact surface between the column top plate 230, the filler plate PP and the column bottom plate 130 from being separated from each other, thereby transmitting the vertical and horizontal loads, And the column bottom plate (130) is reduced by the elastic force of the columnar plate (230), the column top plate (230), the filler plate (PP) Bond structure.
An inner bolt (IR) protrudes above the column lower plate 130,
Since the inner bolt (IR) passes through the filler plate (PP) and is fastened to the column top plate (230)
The inner bolt IR prevents the contact surface between the column top plate 230, the filler plate PP and the column bottom plate 130 from being separated from each other, thereby transmitting the vertical and horizontal loads, And the column bottom plate (130) is reduced by the elastic force of the columnar plate (230), the column top plate (230), the filler plate (PP) Bond structure.
An inner bolt (IR) protrudes above the column lower plate 130,
Since the inner bolt (IR) passes through the filler plate (PP) and is fastened to the column top plate (230)
The inner bolt IR prevents the contact surface between the column top plate 230, the filler plate PP and the column bottom plate 130 from being separated from each other, thereby transmitting the vertical and horizontal loads, And the column bottom plate (130) is reduced by the elastic force of the columnar plate (230), the column top plate (230), the filler plate (PP) Bond structure.
An inner bolt (IR) protrudes above the column lower plate 130,
Since the inner bolt (IR) passes through the filler plate (PP) and is fastened to the column top plate (230)
The inner bolt IR prevents the contact surface between the column top plate 230, the filler plate PP and the column bottom plate 130 from being separated from each other, thereby transmitting the vertical and horizontal loads, And the column bottom plate (130) is reduced by the elastic force of the columnar plate (230), the column top plate (230), the filler plate (PP) Bond structure.
An opening (not shown) is formed on a lower side surface of the columnar concrete 210,
After a nut is fastened to the upper end of the inner bolt (IR) through the opening (not shown)
And the opening (not shown) is grouted (G). The steel joining structure of the steel-concrete hybrid PC column and the PC beam with the joining portion placed thereon.
An opening (not shown) is formed on a lower side surface of the columnar concrete 210,
After a nut is fastened to the upper end of the inner bolt (IR) through the opening (not shown)
And the opening (not shown) is grouted (G). The steel joining structure of the steel-concrete hybrid PC column and the PC beam with the joining portion placed thereon.
An opening (not shown) is formed on a lower side surface of the columnar concrete 210,
After a nut is fastened to the upper end of the inner bolt (IR) through the opening (not shown)
And the opening (not shown) is grouted (G). The steel joining structure of the steel-concrete hybrid PC column and the PC beam with the joining portion placed thereon.
An opening (not shown) is formed on a lower side surface of the columnar concrete 210,
After a nut is fastened to the upper end of the inner bolt (IR) through the opening (not shown)
And the opening (not shown) is grouted (G). The steel joining structure of the steel-concrete hybrid PC column and the PC beam with the joining portion placed thereon.
The PC beam 400,
A reinforcing plate 430 is coupled to the lower end of the beam concrete 410,
The beam lower reinforcing bars 420 are joined to the reinforcing plate 430,
And the reinforcing plate (430) prevents breakage of the beam concrete (410) due to contact with the beam bracket bracket (300). The rigid jointing of the steel column and concrete hybrid PC column and the PC beam rescue.
The PC beam 400,
A reinforcing plate 430 is coupled to the lower end of the beam concrete 410,
The beam lower reinforcing bars 420 are joined to the reinforcing plate 430,
And the reinforcing plate (430) prevents breakage of the beam concrete (410) due to contact with the beam bracket bracket (300). The rigid jointing of the steel column and concrete hybrid PC column and the PC beam rescue.
The PC beam 400,
A reinforcing plate 430 is coupled to the lower end of the beam concrete 410,
The beam lower reinforcing bars 420 are joined to the reinforcing plate 430,
And the reinforcing plate (430) prevents breakage of the beam concrete (410) due to contact with the beam bracket bracket (300). The rigid jointing of the steel column and concrete hybrid PC column and the PC beam rescue.
The PC beam 400,
A reinforcing plate 430 is coupled to the lower end of the beam concrete 410,
The beam lower reinforcing bars 420 are joined to the reinforcing plate 430,
And the reinforcing plate (430) prevents breakage of the beam concrete (410) due to contact with the beam bracket bracket (300). The rigid jointing of the steel column and concrete hybrid PC column and the PC beam rescue.
(1) a PC column coupling step of coupling the upper PC column 200 to the upper part of the lower PC column 100;
(2) a step of recovering the PC beam 400 on one surface of the upper PC column 200;
(3) The PC beam 400 is lowered so that the lower end of the beam concrete 410 is placed on the beam bracket 300 and the compensating section steel frame 490 is projected outward from the outer surface of the columnar concrete 210 A PC beam joining step of fastening the bracket to the column bracket 290;
(4) repeating the steps (2) to (3) on the other surface of the upper PC column 200 to install a plurality of PC beams 400;
(5) installing a lower end plate (500) in the bracket bracket (300) so as to close the space between the end of the beam concrete (410) and the outer surface of the column upper concrete (210);
(6) Concrete pouring step for pouring concrete (not shown);
(7) disassembling the secondary plate 500 during the curing or curing of the concrete (not shown);
The method of claim 1, wherein the reinforced concrete pillar and the reinforced concrete pavement of the steel frame are made of steel.
(1) a PC column coupling step of coupling the upper PC column 200 to the upper part of the lower PC column 100;
(2) a step of recovering the PC beam 400 on one surface of the upper PC column 200;
(3) The PC beam 400 is lowered so that the lower end of the beam concrete 410 is placed on the beam bracket 300 and the compensating section steel frame 490 is projected outward from the outer surface of the columnar concrete 210 A PC beam joining step of fastening the reinforcing reinforcing bars 450 to the beam reinforcing bars 270 by fastening the reinforcing reinforcing bars 450 to the column brackets 290;
(4) repeating the steps (2) to (3) on the other surface of the upper PC column 200 to install a plurality of PC beams 400;
(5) installing a lower end plate (500) in the bracket bracket (300) so as to close the space between the end of the beam concrete (410) and the outer surface of the column upper concrete (210);
(6) Concrete pouring step for pouring concrete (not shown);
(7) disassembling the secondary plate 500 during the curing or curing of the concrete (not shown);
The method of claim 1, wherein the reinforced concrete pillar and the reinforced concrete pavement of the steel frame are made of steel.
(1) a PC column coupling step of coupling the upper PC column 200 to the upper part of the lower PC column 100;
(2) a step of recovering the PC beam 400 on one surface of the upper PC column 200;
(3) The PC beam 400 is lowered so that the lower end of the beam concrete 410 is placed on the beam bracket 300 and the compensating section steel frame 490 is projected outward from the outer surface of the columnar concrete 210 A PC beam joining step of fastening the reinforcing reinforcing bars 450 to the beam reinforcing bars 270 and the reinforcing bars 450;
(4) a grouting step of grouting (G) the opening (not shown) after fastening a nut to the upper end of the inner bolt (IR) through the opening (not shown);
(5) repeating the steps (2) to (4) on the other surface of the upper PC column 200 to install a plurality of PC beams 400;
(6) installing a lower end plate (500) in the bracket bracket (300) so as to close between the end of the beam concrete (410) and the outer surface of the column top concrete (210);
(7) Concrete pouring step for pouring concrete (not shown);
(8) disassembly of the lower end plate 500 during curing or curing of the concrete (not shown);
The method of claim 1, wherein the reinforced concrete pillar and the reinforced concrete pavement of the steel frame are made of steel.
(1) a PC column coupling step of coupling the upper PC column 200 to the upper part of the lower PC column 100;
(2) a step of recovering the PC beam 400 on one surface of the upper PC column 200;
(3) The PC beam 400 is lowered so that the lower end of the beam concrete 410 is placed on the beam bracket 300 and the compensating section steel frame 490 is projected outward from the outer surface of the columnar concrete 210 A PC beam joining step of fastening the reinforcing reinforcing bars 450 to the beam reinforcing bars 270 by fastening the reinforcing reinforcing bars 450 to the column brackets 290;
(4) a grouting step of grouting (G) the opening (not shown) after fastening a nut to the upper end of the inner bolt (IR) through the opening (not shown);
(5) repeating the steps (2) to (4) on the other surface of the upper PC column 200 to install a plurality of PC beams 400;
(6) installing a lower end plate (500) in the bracket bracket (300) so as to close between the end of the beam concrete (410) and the outer surface of the column top concrete (210);
(7) Concrete pouring step for pouring concrete (not shown);
(8) disassembly of the lower end plate 500 during curing or curing of the concrete (not shown);
The method of claim 1, wherein the reinforced concrete pillar and the reinforced concrete pavement of the steel frame are made of steel.
(1) a PC column coupling step of coupling the upper PC column 200 to the upper part of the lower PC column 100;
(2) a step of recovering the PC beam 400 on one surface of the upper PC column 200;
(3) The PC beam 400 is lowered so that the lower end of the beam concrete 410 is placed on the beam bracket 300 and the compensating section steel frame 490 is projected outward from the outer surface of the columnar concrete 210 A PC beam joining step of fastening the reinforcing reinforcing bars 450 to the beam reinforcing bars 270 and the reinforcing bars 450;
(4) a grouting step of grouting (G) the opening (not shown) after fastening a nut to the upper end of the inner bolt (IR) through the opening (not shown);
(5) repeating the steps (2) to (4) on the other surface of the upper PC column 200 to install a plurality of PC beams 400;
(6) installing a lower end plate (500) in the bracket bracket (300) so as to close between the end of the beam concrete (410) and the outer surface of the column top concrete (210);
(7) Concrete pouring step for pouring concrete (not shown);
(8) disassembly of the lower end plate 500 during curing or curing of the concrete (not shown);
The method of claim 1, wherein the reinforced concrete pillar and the reinforced concrete pavement of the steel frame are made of steel.
(1) a PC column coupling step of coupling the upper PC column 200 to the upper part of the lower PC column 100;
(2) a step of recovering the PC beam 400 on one surface of the upper PC column 200;
(3) The PC beam 400 is lowered so that the lower end of the beam concrete 410 is placed on the beam bracket 300 and the compensating section steel frame 490 is projected outward from the outer surface of the columnar concrete 210 A PC beam joining step of fastening the reinforcing reinforcing bars 450 to the beam reinforcing bars 270 by fastening the reinforcing reinforcing bars 450 to the column brackets 290;
(4) a grouting step of grouting (G) the opening (not shown) after fastening a nut to the upper end of the inner bolt (IR) through the opening (not shown);
(5) repeating the steps (2) to (4) on the other surface of the upper PC column 200 to install a plurality of PC beams 400;
(6) installing a lower end plate (500) in the bracket bracket (300) so as to close between the end of the beam concrete (410) and the outer surface of the column top concrete (210);
(7) Concrete pouring step for pouring concrete (not shown);
(8) disassembly of the lower end plate 500 during curing or curing of the concrete (not shown);
The method of claim 1, wherein the reinforced concrete pillar and the reinforced concrete pavement of the steel frame are made of steel.
A column lower steel frame 152 is installed from the upper end to the lower end of the lower PC column 100,
The column center frame 250; Instead, an upper column steel frame 252 is installed from the upper end to the lower end of the upper PC column 200,
And the one end of the column bracket (290) is joined to the columnar steel frame (252). The rigid joint structure of the steel frame-concrete hybrid column and the PC beam with the joining portion inserted.
The fixing bracket 300 is omitted,
And a lower end of the beam concrete (410) is mounted on an end of the column top plate (230). The steel joint structure of a steel-concrete hybrid PC column and a PC beam is provided with a joint.
The fixing bracket 300 is omitted,
And a lower end of the beam concrete (410) is mounted on an end of the column top plate (230). The steel joint structure of a steel-concrete hybrid PC column and a PC beam is provided with a joint.
The PC beam 400 has a beam lower reinforcing bar 420 protruding from its end,
The reinforcing bars 420 are coupled to coupling reinforcing bars (not shown) protruding from the side of the column top concrete 210. The steel reinforced concrete pillars and the PC beams are welded Bond structure.
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CN108755963B (en) * | 2018-06-12 | 2023-04-25 | 西安建筑科技大学 | Partially prefabricated assembled type steel reinforced concrete giant frame structure and construction method |
CN112814149B (en) * | 2021-01-07 | 2022-11-08 | 东莞市鸿安预制构件有限公司 | Precast concrete member |
CN113089825B (en) * | 2021-04-19 | 2023-07-25 | 重庆恒昇大业建筑科技集团有限公司 | Beam-column mixed frame node, preparation method of precast concrete beam and construction method of precast concrete beam |
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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 |
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KR101033693B1 (en) * | 2008-06-24 | 2011-05-12 | 코비코리아 주식회사 | Pipe rack as constructed using precast concrete members |
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