KR101766811B1 - the rigid connection structure between precast concrete column and precast concrete beam using the permanent bracket installing precast concrete column - Google Patents

Abstract

According to the present invention,
In the first step,
The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And
The PC column 100 is installed on the outer surface of the column concrete below the upper bipolar connection anchor rib 110 or on the outer surface of the column concrete below the upper bipod joint connecting anchor rib 110 in the PC column 100 A permanent bracket 300 installed horizontally on top of the plate 160;
, ≪ / RTI >
After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,
And the compensating part reinforcing bar 450 is reinforced at the other end of the compensating part end reinforcing bar 400. The present invention provides a rigid bonding structure of a PC column and a PC beam using a permanent bracket installed on a PC column.
In the second,
The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,
A PC column 100 including a coupler 150 embedded in the outer surface of the column concrete, and an upper bipolar coupler fixing rib 110 'fastened to one end of the coupler 150` and embedded in the column concrete.
A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And
A plate that is installed on the outer surface of the column concrete under the upper bobbin reinforcing connecting anchor rib 110 'in the PC column 200 or installed on the outer surface of the column concrete under the upper bobbin connecting anchor ribs in the PC column 200 160; < / RTI >
, ≪ / RTI >
After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,
One end of the compensating end portion reinforcing bar 400 is fastened to the other end of the coupler 150 '
And the compensating part reinforcing bar 450 is reinforced at the other end of the compensating part end reinforcing bar 400. The present invention provides a rigid bonding structure of a PC column and a PC beam using a permanent bracket installed on a PC column.
In the third,
The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And
The PC column 100 is installed on the outer surface of the column concrete below the upper bipolar connection anchor rib 110 or on the outer surface of the column concrete below the upper bipod joint connecting anchor rib 110 in the PC column 100 A permanent bracket 300 installed horizontally on top of the plate 160;
, ≪ / RTI >
After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,
And the compensating part reinforcement 450 is joined to the other end of the compensating part end reinforcement 400. In the strong jointing structure of the PC column and the PC beam using the permanent bracket installed on the PC column,
The coupler CP and the compensating end portion reinforcing bar 400 are omitted,
The upper reinforcing bar connecting anchor rib 110 is replaced with a compensating reinforcing steel connecting bar 112 protruding longer than the compensating end portion reinforcing bar 400,
The end of the PC beam 200 is mounted on the other end of the mounting fixture 300 'in which the permanent bracket 300 is extended,
And the compensating part reinforcing bar 450 is joined to the other end of the compensating part reinforcing steel reinforcing bar 112 by a reinforcing bar.
In the fourth,
The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A column lower connection plate (CDP) installed at a lower end of the PC column 100;
A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And
A permanent bracket 300 installed at an upper portion of the column lower connecting plate CDP;
, ≪ / RTI >
After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,
And the compensating part reinforcing bar 450 is reinforced at the other end of the compensating part end reinforcing bar 400. The present invention provides a rigid bonding structure of a PC column and a PC beam using a permanent bracket installed on a PC column.

Description

The rigid connection structure between the PC column and the PC beam using the permanent bracket installed on the PC column is a precast concrete column using a precast concrete column and a precast concrete beam using the permanent bracket,

The present invention relates to a method for improving the strength of a PC column and a PC beam using a permanent bracket installed on a PC column using a permanent bracket with increased workability installed on a PC column, Coupling 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 large-scale logistics structures is limited due to the possibility of structural instability 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 proposes a moment-resisting frame which can eliminate the installation of a lateral shear reinforcement such as an additional shear wall (formwork and wet construction method) or a brace while being dry type. Especially, if an inexperienced person learns a manual only by using a permanent bracket, We have come up with a PC construction method that can be applied quickly.

[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 of the joint between the column and the beam is improved and the moment bonding method is implemented by the dry method. However, the rigid joint structure of the PC column and the PC beam using the permanent bracket installed on the PC column using the permanent bracket installed on the PC column, .

According to an aspect of the present invention,

In the first step,

The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,

A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;

A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And

The PC column 100 is installed on the outer surface of the column concrete below the upper bipolar connection anchor rib 110 or on the outer surface of the column concrete below the upper bipod joint connecting anchor rib 110 in the PC column 100 A permanent bracket 300 installed horizontally on top of the plate 160;

, ≪ / RTI >

After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,

One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,

And the compensating part reinforcing bar 450 is reinforced at the other end of the compensating part end reinforcing bar 400. The present invention provides a rigid bonding structure of a PC column and a PC beam using a permanent bracket installed on a PC column.

In the second,

The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,

A PC column 100 including a coupler 150 embedded in the outer surface of the column concrete, and an upper bipolar coupler fixing rib 110 'fastened to one end of the coupler 150` and embedded in the column concrete.

A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And

A plate that is installed on the outer surface of the column concrete under the upper bobbin reinforcing connecting anchor rib 110 'in the PC column 200 or installed on the outer surface of the column concrete under the upper bobbin connecting anchor ribs in the PC column 200 160; < / RTI >

, ≪ / RTI >

After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,

One end of the compensating end portion reinforcing bar 400 is fastened to the other end of the coupler 150 '

And the compensating part reinforcing bar 450 is reinforced at the other end of the compensating part end reinforcing bar 400. The present invention provides a rigid bonding structure of a PC column and a PC beam using a permanent bracket installed on a PC column.

In the third,

The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,

A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;

A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And

The PC column 100 is installed on the outer surface of the column concrete below the upper bipolar connection anchor rib 110 or on the outer surface of the column concrete below the upper bipod joint connecting anchor rib 110 in the PC column 100 A permanent bracket 300 installed horizontally on top of the plate 160;

, ≪ / RTI >

After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,

One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,

And the compensating part reinforcement 450 is joined to the other end of the compensating part end reinforcement 400. In the strong jointing structure of the PC column and the PC beam using the permanent bracket installed on the PC column,

The coupler CP and the compensating end portion reinforcing bar 400 are omitted,

The upper reinforcing bar connecting anchor rib 110 is replaced with a compensating reinforcing steel connecting bar 112 protruding longer than the compensating end portion reinforcing bar 400,

The end of the PC beam 200 is mounted on the other end of the mounting fixture 300 'in which the permanent bracket 300 is extended,

And the compensating part reinforcing bar 450 is joined to the other end of the compensating part reinforcing steel reinforcing bar 112 by a reinforcing bar.

In the fourth,

The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,

A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;

A column lower connection plate (CDP) installed at a lower end of the PC column 100;

A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And

A permanent bracket 300 installed at an upper portion of the column lower connecting plate CDP;

, ≪ / RTI >

After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,

One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,

And the compensating part reinforcing bar 450 is reinforced at the other end of the compensating part end reinforcing bar 400. The present invention provides a rigid bonding structure of a PC column and a PC beam using a permanent bracket installed on a PC column.

According to the present invention, the moment joining method is implemented by the dry method by improving the joining portion between the column and the beam. However, the PC column and the PC beam using the permanent bracket installed on the PC column using the permanent bracket, Thereby providing a bonded joint structure.

1 is a view showing a PC column used in the first of the strong bonding structure of the PC column and the PC beam utilizing the permanent bracket installed on the PC column of the present invention.
2 is a view showing a PC beam used in a rigid joint structure of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
Figs. 3 to 15 show a sequence of construction of an interior pillar structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
16 is a cross-sectional view of a PC column of an interior column structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
17 is a view showing an inner column-structured upper bobbin-connecting anchor rib and a lower bobbin-reinforced connecting structure in which beams are connected on four sides in a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention It shows the arrangement of Anchor Riva.
FIG. 18 shows a permanent bracket and a plate of an interior column structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
19 shows an outer column structure in which beams are connected to three sides of a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
20 is an exploded perspective view of an upper pillar-reinforced anchor rib and a lower pillar-reinforced concrete connection in which a beam is connected to three sides of a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention It shows the arrangement of Anchor Riva.
FIG. 21 shows a corner post structure in which beams are connected to two orthogonal surfaces in a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
22 is a side view of a PC column and a PC beam using a permanent bracket installed on a PC column according to the present invention. It shows the arrangement of rebar connection anchor Riva.
23 shows a PC column of an interior column structure in which beams are connected on four sides in a second joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
Fig. 24 is a view showing an inner column-structured upper bobbin coupler fixing rib and a lower bobbin reinforcing coupler in which beams are connected on four sides in a second joint of a PC column and a PC beam using a permanent bracket provided on a PC column of the present invention; It shows the arrangement of the settlement rivers.
FIG. 25 illustrates a permanent bracket and a front plate in an interior pillar structure in which beams are connected to four sides in a second joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
Figs. 26 to 33 show a sequence of construction of an interior pillar structure in which beams are connected to four sides in a second joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention.
34 shows an outer column structure in which beams are connected to three sides of a second joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
Fig. 35 is an exploded perspective view showing an upper column of reinforced concrete coupler fixing ribs and a lower beam reinforcing coupler in which beams are connected on three sides in a second joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention; It shows the arrangement of the settlement rivers.
Fig. 36 shows a corner post structure in which beams are connected to two orthogonal surfaces in a second joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
FIG. 37 is a side elevation view of the upper bipolar coupler fixing ribs and the lower beams of a corner post structure in which beams are connected to two orthogonal surfaces in a second joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention It shows the arrangement of the reinforcing coupler fixing ribs.
38 shows a PC column of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
FIG. 39 is a cross-sectional view of a PC column of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
40 is a view showing an example of an inner column structure reinforcing steel reinforcing bar and a reinforcing steel reinforcing steel reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete pipe reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete In FIG.
FIG. 41 shows a permanent bracket, a plate, and a front plate of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention .
42 to 50 illustrate an order of construction of an interior pillar structure in which beams are connected to four sides in a third joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention.
51 shows an outer column structure in which beams are connected to three sides of a third joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
52 is a view showing an example of an outer column reinforcing reinforcing steel reinforcing bar and a reinforcing steel reinforcing steel reinforced reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete pipe reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete In FIG.
FIG. 53 shows a corner post structure in which beams are connected to two orthogonal surfaces in a third joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
54 is a perspective view of a compensating portion reinforcing steel reinforcing bar and a reinforcing steel reinforcing steel reinforcing bar having a corner post structure in which beams are connected to two orthogonal surfaces in a third joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention; It shows the axes of the connecting bars.
55 to 56 are views showing the connection structure between the PC column 100 and the lower column 1100 used in the fourth of the PC column and the PC beam using the permanent bracket installed on the PC column of the present invention, The upper part of the column main shaft of the lower column is bent and engaged.
57 is a view showing a connection structure of the PC column 100 and the lower column 1100 used in the fourth of the PC column and PC beam utilizing the permanent bracket provided on the PC column according to the present invention, In which case the nut of the column main shaft is accommodated in one hole to be coupled.
58 shows the connection structure between the PC column 100 and the lower column 1100 used in the fourth of the PC column and PC beam utilizing the permanent bracket provided on the PC column according to the present invention, And FIG.
59 to 62 illustrate a construction method of a connection structure of the PC column 100 and the lower column 1100 used in the fourth of the rigid bonding structure of the PC column and the PC beam utilizing the permanent bracket provided on the PC column of the present invention Respectively.
63 is a cross-sectional view showing the connection structure between the PC column 100 and the lower column 1100 used in the fourth of the PC column and PC beam utilizing the permanent bracket provided on the PC column of the present invention, It is.
Figs. 64 to 71 show the construction methods using Fig. 63 in order.
72 is a cross-sectional view of a PC column and a PC column of an interior column structure in which beams are connected to four sides using the first to third aspects in a fourth joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention; Sectional view.
73 to 81 show a construction method of an interior pillar structure in which beams are connected to four sides of a fourth joint of a PC joint and a PC joint using a permanent bracket installed on a PC column according to the present invention, .
82 to 88 show a method of constructing an exterior column structure in which beams are connected to three sides of a fourth joint of a PC joint and a PC joint using a permanent bracket installed on a PC column according to the present invention, .
89 to 98 illustrate a construction method of a corner post structure in which a beam is connected to two sides of a fourth joint of a PC joint and a PC joint using a permanent bracket installed on a PC column according to the present invention, .

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

(1), (2), (3), (3), and (4) of the PC bulletin board and the PC beam using the permanent bracket provided on the PC column of the present invention. ) In the fourth section,

In detail, 1) interior pillars, 2) exterior pillars, and 3) corner pillars.

The stud bolt 140 is a complementary measure for the occurrence of a joint between the PC beam 200 and the PC column 100,

The stud bolt (140)

May be embedded in the column concrete, joined to the plate 160, the front plate 160 'by a stud gun, or screwed into the coupler.

However,

In order to prevent interference with the stud bolt 140 when the PC beam 200 is lifted up or down,

1) The stud bolts 140 may be installed in such a range that copper wires do not overlap with both ends of the PC beam 200,

2) As shown in the drawings, the stud bolt 140 should be installed after the PC beam 200 is installed.

Ⅰ. 1st plan

1 is a view showing a PC column used in the first of the strong bonding structure of the PC column and the PC beam utilizing the permanent bracket installed on the PC column of the present invention.

2 is a view showing a PC beam used in a rigid joint structure of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.

Figs. 3 to 15 show a sequence of construction of an interior pillar structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

16 is a cross-sectional view of a PC column of an interior column structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

17 is a view showing an inner column-structured upper bobbin-connecting anchor rib and a lower bobbin-reinforced connecting structure in which beams are connected on four sides in a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention It shows the arrangement of Anchor Riva.

FIG. 18 shows a permanent bracket and a plate of an interior column structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

The first proposal of the rigid joint structure of the PC column and the PC beam utilizing the permanent bracket provided on the PC column of the present invention,

The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,

A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;

A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And

As shown in FIG. 1 (a), the PC column 100 may be installed on the outer surface of the column concrete below the upper bipolar connection anchor rib 110, or may be formed on the PC column 100, A permanent bracket 300 horizontally installed on an upper portion of the plate 160 installed on the outer surface of the column concrete under the reinforcing bar connecting anchor rib 110;

, ≪ / RTI >

After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,

One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,

And the compensating part reinforcing bar 450 is reinforced at the other end of the compensating part end reinforcing bar 400.

17,

A lower bobbin-reinforced anchor rib 120 protruding from the outer surface of the column concrete is provided under the upper bobbin-reinforced anchor rib 110,

One end of a coupler CP is fastened to a protruding portion of the lower reinforcing bar connecting anchor lever 120 and one end of the lower reinforcing bar 500 is fastened to the other end of the coupler CP.

It is preferable that the beam concrete 210 of the PC beam 200 is U-shaped in cross section due to the slab concrete installation part 230. In some cases, a conventional PC beam without the slab concrete installation part 230 may be used The second to fourth aspects are also the same.

The present invention is characterized in that a side board 600 is installed between the side end of the PC beam 200 and the outer surface of the column concrete,

One end of a deck plate (DP) is mounted on an end of the upper part of the beam concrete (210)

The slab concrete (SC) is laid on the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450) are laid on the top of the deck plate (DP).

As shown in Figure 2,

At the upper end of the beam concrete 210,

A deck plate rest 280 is provided continuously or intermittently,

And one end of the deck plate DP is mounted on the deck plate rest unit 280. [

And,

The deck plate holder 280 is spaced apart from a side end of the PC beam 200 by an interval G to secure a work space in which the side board 600 is inserted to slide.

A step 320 protruding perpendicularly to both ends is formed on the upper portion of the permanent bracket 300 so that the step 320 serves as a guide when sliding the side board 600, And to support the lower end.

Also,

The anchor bolt 250 and the stirrer 270,

One end of the beam anchor bolt 250 is embedded in the beam concrete 210 and the other end thereof is exposed to the slab concrete installation portion 230,

The stirrer 270 is exposed on the upper portion of the beam concrete 210 to guide the compensating end portion reinforcing bars 400.

An angle plate 290 is disposed under the end of the beam concrete 210 in order to prevent breakage of the bottom portion of the beam concrete 210 when the end of the beam concrete 210 and the permanent bracket 300 are in contact with each other. Is installed.

The angle plate 290 is installed on the beam concrete 210 through an angle plate fixing anchor 295.

(1) interior columns

1 is a view showing a PC column used in the first of the strong bonding structure of the PC column and the PC beam utilizing the permanent bracket installed on the PC column of the present invention.

2 is a view showing a PC beam used in a rigid joint structure of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.

Figs. 3 to 15 show a sequence of construction of an interior pillar structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

16 is a cross-sectional view of a PC column of an interior column structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

17 is a view showing an inner column-structured upper bobbin-connecting anchor rib and a lower bobbin-reinforced connecting structure in which beams are connected on four sides in a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention It shows the arrangement of Anchor Riva.

FIG. 18 shows a permanent bracket and a plate of an interior column structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

The inner column structure in which beams are connected to four sides of the first joint of the PC column and the PC beam using the permanent bracket installed on the PC column of the present invention,

In order to install four PC beams 200 on four sides of the PC column 100,

Wherein a plurality of the upper bobbin-reinforced anchor ribs 110 intersect with each other at a level difference within the column concrete,

And a plurality of the lower reinforcing bar connecting anchor ribs 120 are installed at the same level in the column concrete.

(2) Exterior column

19 shows an outer column structure in which beams are connected to three sides of a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.

20 is an exploded perspective view of an upper pillar-reinforced anchor rib and a lower pillar-reinforced concrete connection in which a beam is connected to three sides of a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention It shows the arrangement of Anchor Riva.

The outer column structure in which beams are connected to three sides of the first joint of the PC column and the PC beam using the permanent bracket provided on the PC column of the present invention,

20,

In order to install the three PC beams 200 on three sides of the PC column 100,

A plurality of the upper bobbin-reinforced anchor ribs 110 cross each other at different level differences within the column concrete,

A dead anchor DA having an enlarged head shape may be installed at the other end of the upper bobbin connecting anchor rib 110 to one side of the PC column 100 where the PC beam 200 is not installed, And the other end of the reinforcing bar anchor rib 110 is folded to form a vertical fixing part 110 ''.

And,

A plurality of the lower reinforcing bar connecting anchor ribs 120 may intersect with each other at a level difference within the column concrete,

And a plurality of the lower reinforcing bar connecting anchor ribs 120 are installed at the same level in the column concrete.

(3) Corner column

FIG. 21 shows a corner post structure in which beams are connected to two orthogonal surfaces in a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.

22 is a side view of a PC column and a PC beam using a permanent bracket installed on a PC column according to the present invention. It shows the arrangement of rebar connection anchor Riva.

The corner post structure in which the beam is connected to two orthogonal surfaces of the first and second rigid joint structures of the PC column and the PC beam utilizing the permanent bracket provided on the PC column of the present invention,

As shown in Figs. 21 to 22,

In order to install two PC beams 200 on two sides of the PC column 100 perpendicular to each other,

A plurality of the upper bobbin-reinforced anchor ribs 110 cross each other at different level differences within the column concrete,

A dead anchor DA having an enlarged head shape may be installed at the other end of the upper bobbin connecting anchor rib 110 to one side of the PC column 100 where the PC beam 200 is not installed, And the other end of the reinforcing bar anchor rib 110 is folded to form a vertical fixing part 110 ''.

And,

In order to install two PC beams 200 on two sides of the PC column 100 perpendicular to each other,

A plurality of the lower reinforcing bar connecting anchor ribs 120 may intersect with each other at a level difference within the column concrete,

And a plurality of the lower reinforcing bar connecting anchor ribs 120 are installed at the same level in the column concrete.

18,

An anchor A is attached to the back of the plate 160,

And the anchor (A) is embedded in the column concrete to be fixed.

Ⅱ. Second eye

23 shows a PC column of an interior column structure in which beams are connected on four sides in a second joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

Fig. 24 is a view showing an inner column-structured upper bobbin coupler fixing rib and a lower bobbin reinforcing coupler in which beams are connected on four sides in a second joint of a PC column and a PC beam using a permanent bracket provided on a PC column of the present invention; It shows the arrangement of the settlement rivers.

FIG. 25 illustrates a permanent bracket and a front plate in an interior pillar structure in which beams are connected to four sides in a second joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

Figs. 26 to 33 show a sequence of construction of an interior pillar structure in which beams are connected to four sides in a second joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention.

The second proposal of the rigid joint structure of the PC column and the PC beam utilizing the permanent bracket provided on the PC column of the present invention is as follows.

23,

The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,

A PC column 100 including a coupler 150 embedded in the outer surface of the column concrete, and an upper bipolar coupler fixing rib 110 'fastened to one end of the coupler 150` and embedded in the column concrete.

A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And

The PC column 200 may be installed on the outer surface of the column concrete as the upper bipolar connection anchor rib 110 'in the PC column 200 as shown in FIG. 23 (c) A permanent bracket 300 horizontally installed on an upper portion of the plate 160 installed on the outer surface of the column concrete;

, ≪ / RTI >

After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,

One end of the compensating end portion reinforcing bar 400 is fastened to the other end of the coupler 150 '

And the compensating part reinforcing bar 450 is reinforced at the other end of the compensating part end reinforcing bar 400.

The beam concrete 210 of the PC beam 200 is preferably U-shaped in cross section due to the slab concrete poured portion 230. However, as described above, if the slab concrete poured portion 230 is not provided A conventional PC beam may be used.

24,

Is installed below the upper bipolar coupler fixing rib 110 '

A coupler 150 'embedded in the outer surface of the column concrete; And

A lower bobbin coupler fixing lever 120 'fastened to one end of the coupler 150' and embedded in the column concrete;

Lt; / RTI >

And one end of the beam lower reinforcing bar 500 is fastened to the other end of the coupler 150 '.

And,

A side board 600 is installed between the side end of the PC beam 200 and the outer surface of the column concrete,

One end of a deck plate (DP) is mounted on an end of the upper part of the beam concrete (210)

The slab concrete (SC) is laid on the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450) are laid on the top of the deck plate (DP).

As shown in Figure 2,

At the upper end of the beam concrete 210,

A deck plate rest 280 is provided continuously or intermittently,

And one end of the deck plate DP is mounted on the deck plate rest unit 280. [

And,

The deck plate holder 280 is spaced apart from the side end of the PC beam 200 by a gap G to secure a working space for sliding the side board 600 by inserting the side board 600. [

Also,

A step 320 protruding perpendicularly to both ends is formed on the upper portion of the permanent bracket 300 so that the step 320 serves as a guide when sliding the side board 600, And supports the lower end of the support member,

In the PC beam 200,

The anchor bolt 250 and the stirrer 270,

One end of the beam anchor bolt 250 is embedded in the beam concrete 210 and the other end thereof is exposed to the slab concrete installation portion 230,

The stirrer 270 is exposed on the upper portion of the beam concrete 210 to guide the compensating end portion reinforcing bars 400.

As shown in Fig. 23 (a)

The plate 160 extends to the upper portion of the upper bipolar coupler fixing rib 110 'to form a front plate 160'

And one end of the compensating end portion reinforcing bar 400 is fastened to the other end of the coupler 150 'exposed through the hole of the plate 160'.

(1) interior columns

23 shows a PC column of an interior column structure in which beams are connected on four sides in a second joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

Fig. 24 is a view showing an inner column-structured upper bobbin coupler fixing rib and a lower bobbin reinforcing coupler in which beams are connected on four sides in a second joint of a PC column and a PC beam using a permanent bracket provided on a PC column of the present invention; It shows the arrangement of the settlement rivers.

FIG. 25 illustrates a permanent bracket and a front plate in an interior pillar structure in which beams are connected to four sides in a second joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

Figs. 26 to 33 show a sequence of construction of an interior pillar structure in which beams are connected to four sides in a second joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention.

The inner column structure in which beams are connected to four sides of the second joint of the PC column and the PC beam using the permanent bracket installed on the PC column of the present invention,

As shown in Figures 23 to 24,

In order to install four PC beams 200 on four sides of the PC column 100,

And a plurality of the upper reinforcing bar connecting anchor ribs 110 'in the column concrete cross each other at a different level difference.

And,

In order to install four PC beams 200 on four sides of the PC column 100,

In the column concrete, a plurality of lower reinforcing bar connecting anchor ribs 120 'cross each other at different levels,

A plurality of the lower reinforcing bar connecting anchor ribs 120 'are installed at the same level in the column concrete.

As shown in Figure 2,

An angle plate 290 is disposed under the end of the beam concrete 210 in order to prevent breakage of the bottom portion of the beam concrete 210 when the end of the beam concrete 210 and the permanent bracket 300 are in contact with each other. Is installed.

The angle plate 290 is installed on the beam concrete 210 through an angle plate fixing anchor 295.

(2) Exterior column

34 shows an outer column structure in which beams are connected to three sides of a second joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.

Fig. 35 is an exploded perspective view showing an upper column of reinforced concrete coupler fixing ribs and a lower beam reinforcing coupler in which beams are connected on three sides in a second joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention; It shows the arrangement of the settlement rivers.

The outer column structure in which the beams are connected to the three sides of the second joint of the PC column and the PC beam using the permanent bracket installed on the PC column of the present invention,

34 As shown in Fig. 35,

In order to install the three PC beams 200 on three sides of the PC column 100,

A plurality of the upper bobbin-reinforced anchor ribs 110 'cross each other at different level differences within the column concrete,

A dead anchor DA having an enlarged head shape may be installed at the other end of the upper beam connecting anchor rib 110 'to one side of the PC column 100 where the PC beam 200 is not installed, And the other end of the reinforcing bar connecting anchor rib 110 'is folded to form a vertical fixing part 110' '.

And,

In order to install the three PC beams 200 on three sides of the PC column 100,

In the column concrete, a plurality of lower reinforcing bar connecting anchor ribs 120 'cross each other at different levels,

A plurality of the lower reinforcing bar connecting anchor ribs 120 'are installed at the same level in the column concrete.

Fig. 36 shows a corner post structure in which beams are connected to two orthogonal surfaces in a second joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.

FIG. 37 is a side elevation view of the upper bipolar coupler fixing ribs and the lower beams of a corner post structure in which beams are connected to two orthogonal surfaces in a second joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention It shows the arrangement of the reinforcing coupler fixing ribs.

(3) Corner column

The corner post structure in which the beams are connected to two orthogonal surfaces in the second joint of the PC joint and the PC joint using the permanent bracket provided on the PC column of the present invention,

In order to install two PC beams 200 on two sides of the PC column 100 perpendicular to each other,

A plurality of the upper bobbin-reinforced anchor ribs 110 'cross each other at different level differences within the column concrete,

A dead anchor DA having an enlarged head shape may be installed at the other end of the upper beam connecting anchor rib 110 'to one side of the PC column 100 where the PC beam 200 is not installed, And the other end of the reinforcing bar connecting anchor rib 110 'is folded to form a vertical fixing part 110' '.

And,

3. The method of claim 2,

In order to install two PC beams 200 on two sides of the PC column 100,

In the column concrete, a plurality of lower reinforcing bar connecting anchor ribs 120 'cross each other at different levels,

A plurality of the lower reinforcing bar connecting anchor ribs 120 'are installed at the same level in the column concrete.

25,

An anchor A is attached to the back of the plate 160,

And the anchor (A) is embedded in the column concrete to be fixed.

Ⅲ. Third Plan

38 shows a PC column of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

FIG. 39 is a cross-sectional view of a PC column of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

40 is a view showing an example of an inner column structure reinforcing steel reinforcing bar and a reinforcing steel reinforcing steel reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete pipe reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete In FIG.

FIG. 41 shows a permanent bracket, a plate, and a front plate of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention .

42 to 50 illustrate an order of construction of an interior pillar structure in which beams are connected to four sides in a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

A third proposal of the strong bonding structure of the PC column and the PC beam using the permanent bracket provided on the PC column of the present invention is shown in Fig.

The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,

A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;

A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And

The PC column 100 may be installed on the outer surface of the column concrete under the upper bipolar connection anchor rib 110 or may be installed on the PC column 100 by the upper bipodal connection anchor rib 110, A permanent bracket 300 horizontally installed on an upper portion of the plate 160 installed on the outer surface of the column concrete;

, ≪ / RTI >

After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,

One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,

And the compensating part reinforcement 450 is joined to the other end of the compensating part end reinforcement 400. In the strong jointing structure of the PC column and the PC beam using the permanent bracket installed on the PC column,

The coupler CP and the compensating end portion reinforcing bar 400 are omitted,

The upper reinforcing bar connecting anchor rib 110 is replaced with a compensating reinforcing steel connecting bar 112 protruding longer than the compensating end portion reinforcing bar 400,

The end of the PC beam 200 is mounted on the other end of the mounting fixture 300 'in which the permanent bracket 300 is extended,

And the compensating part reinforcing bar 450 is joined to the other end of the compensating part reinforcing steel connecting rod 112 by reinforcing bars.

The beam concrete 210 of the PC beam 200 is preferably U-shaped in cross section due to the slab concrete poured portion 230. However, as described above, if the slab concrete poured portion 230 is not provided A conventional PC beam may be used.

40,

A beam lower reinforcing steel reinforcing bar 122 protruding from the outer surface of the column concrete is added to the reinforcing steel reinforcing steel reinforcing bar 112,

And the reinforcement of the beam lower reinforcing bar 500 is joined to the other end of the beam lower reinforcing steel reinforcing bar 122.

The stationary bracket 300 'is extended from the permanent bracket 300 by extending means including a sliding type or a folding type.

A side board 600 is installed between the side end of the PC beam 200 and the outer surface of the column concrete,

One end of a deck plate (DP) is mounted on an end of the upper part of the beam concrete (210)

The slab concrete (SC) is laid on the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450) are laid on the top of the deck plate (DP).

And,

At the upper end of the beam concrete 210,

A deck plate rest 280 is provided continuously or intermittently,

One end of the deck plate (DP) is mounted on the deck plate mounting base (280)

The deck plate holder 280 is spaced apart from the side end of the PC beam 200 by a gap G to secure a working space for sliding the side board 600 by inserting the side board 600. [

Also,

A step 320 protruding perpendicularly to both ends is formed on the upper portion of the permanent bracket 300 so that the step 320 serves as a guide when sliding the side board 600, And to support the lower end.

In the present invention, the PC beam 200 includes:

The anchor bolt 250 and the stirrer 270,

One end of the beam anchor bolt 250 is embedded in the beam concrete 210 and the other end thereof is exposed to the slab concrete installation portion 230,

The stirrer 270 is exposed above the beam concrete 210 to guide the compensating part reinforcing bars 450.

And

In the PC beam 200,

A straight stub 270 ', which is unfurled and unfolded, is added,

The linear stub 270 is exposed on the upper portion of the beam concrete 210 so that interference does not occur when the compensating part reinforcing steel reinforcing bar 112 approaches from above,

And the upper end of the straight stub 270 'is bent after the compensating portion reinforcing steel connecting rod 112 is installed.

(1) interior columns

38 shows a PC column of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

FIG. 39 is a cross-sectional view of a PC column of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

40 is a view showing an example of an inner column structure reinforcing steel reinforcing bar and a reinforcing steel reinforcing steel reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete pipe reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete In FIG.

FIG. 41 shows a permanent bracket, a plate, and a front plate of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention .

42 to 50 illustrate an order of construction of an interior pillar structure in which beams are connected to four sides in a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.

The inner column structure in which beams are connected to the four sides of the third joint of the PC column and the PC beam using the permanent bracket provided on the PC column of the present invention,

In order to install four PC beams 200 on four sides of the PC column 100,

A plurality of compensating part reinforcing bars connecting reinforcing bars 112 intersect with each other at a level difference within the column concrete,

One end of the compensating part reinforcing steel reinforcing bar 112 is fastened to a coupler 150 'embedded in the outer surface of the pillar concrete without the front plate 160' Or

A face plate 160 'having a shape in which the plate 160 extends upward is installed on the outer surface of the column concrete on one side of the PC column 100 without protrusions, And the other end of the coupler 150 'is exposed.

And, as shown in FIG. 40,

In order to install four PC beams 200 on four sides of the PC column 100,

In the column concrete, a plurality of the lower reinforcing bar reinforcing bars 122 cross each other at different levels,

And a plurality of the lower reinforcing bar reinforcing bars 122 are installed at the same level in the column concrete.

The present invention, as shown in Figure 2,

In order to prevent breakage of the bottom portion of the end portion of the beam concrete 210 when the bottom portion of the beam concrete 210 is in contact with the bottom portion 300 'of the beam, an angle plate 290 ) Is installed,

The angle plate 290 is installed on the beam concrete 210 through an angle plate fixing anchor 295.

(2) Exterior column

51 shows an outer column structure in which beams are connected to three sides of a third joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.

52 is a view showing an example of an outer column reinforcing reinforcing steel reinforcing bar and a reinforcing steel reinforcing steel reinforced reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete pipe reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete In FIG.

The outer column structure in which the beams are connected to the three sides of the third joint of the PC column and the PC beam using the permanent bracket provided on the PC column of the present invention,

As shown in Figs. 51 to 52,

In order to install the three PC beams 200 on three sides of the PC column 100,

And a plurality of compensating part reinforcing steel reinforcing bars 112 intersect with each other at a level difference within the column concrete.

And,

On one side of the PC column 100 where the PC beam 200 is not installed,

A dead-head dead anchor DA is provided at the other end of the compensating portion reinforcing steel reinforcing bar 112 embedded in the column concrete or the other end of the compensating reinforcing reinforcing steel reinforcing bar 112 is bent to form a vertical fixing portion 112 ').

(3) Corner column

FIG. 53 shows a corner post structure in which beams are connected to two orthogonal surfaces in a third joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.

54 is a perspective view of a compensating portion reinforcing steel reinforcing bar and a reinforcing steel reinforcing steel reinforcing bar having a corner post structure in which beams are connected to two orthogonal surfaces in a third joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention; It shows the axes of the connecting bars.

As shown in FIGS. 53 to 54, a corner post structure in which a beam is connected to two orthogonal surfaces of a rigid joint structure of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention,

In order to install two PC beams 200 on two sides of the PC column 100,

And a plurality of compensating part reinforcing steel reinforcing bars 112 intersect with each other at a level difference within the column concrete.

On one side of the PC column 100 where the PC beam 200 is not installed,

A dead-head dead anchor DA is provided at the other end of the compensating portion reinforcing steel reinforcing bar 112 embedded in the column concrete or the other end of the compensating reinforcing reinforcing steel reinforcing bar 112 is bent to form a vertical fixing portion 112 ').

IV. Fourth eye

72 is a cross-sectional view of a PC column and a PC column of an interior column structure in which beams are connected to four sides using the first to third aspects in a fourth joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention; Sectional view.

73 to 81 show a construction method of an interior pillar structure in which beams are connected to four sides of a fourth joint of a PC joint and a PC joint using a permanent bracket installed on a PC column according to the present invention, .

The fourth proposal of the rigid joint structure of the PC column and the PC beam utilizing the permanent bracket provided on the PC column of the present invention is as follows.

As shown in Fig. 72 (a) or 73 to 81,

Similar to the first embodiment described above,

The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,

A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;

A column lower connection plate (CDP) installed at a lower end of the PC column 100;

A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And

A permanent bracket 300 installed at an upper portion of the column lower connecting plate CDP;

, ≪ / RTI >

After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,

One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,

And the compensating part reinforcing bar 450 is reinforced at the other end of the compensating part end reinforcing bar 400.

And,

A lower bobbin-reinforced anchor rib 120 protruding from the outer surface of the column concrete is provided under the upper bobbin-reinforced anchor rib 110,

One end of a coupler CP is fastened to a protruding portion of the lower reinforcing bar connecting anchor lever 120 and one end of the lower reinforcing bar 500 is fastened to the other end of the coupler CP.

Further, the upper reinforcing bar coupler 110 is installed under the fixing rib 110 '

A coupler 150 'embedded in the outer surface of the column concrete; And

A lower bobbin coupler fixing lever 120 'fastened to one end of the coupler 150' and embedded in the column concrete;

Lt; / RTI >

And one end of the beam lower reinforcing bar 500 is fastened to the other end of the coupler 150 '.

The beam concrete 210 of the PC beam 200 is preferably U-shaped in cross section due to the slab concrete poured portion 230. However, as described above, if the slab concrete poured portion 230 is not provided A conventional PC beam may be used.

78,

A side board 600 is installed between the side end of the PC beam 200 and the outer surface of the column concrete,

One end of a deck plate (DP) is mounted on an end of the upper part of the beam concrete (210)

The slab concrete (SC) is laid on the upper portion of the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450)

A step 320 protruding perpendicularly to both ends is formed on the upper portion of the permanent bracket 300 so that the step 320 serves as a guide when sliding the side board 600, And to support the lower end.

55 to 56 are views showing the connection structure between the PC column 100 and the lower column 1100 used in the fourth of the PC column and the PC beam using the permanent bracket installed on the PC column of the present invention, The upper part of the column main shaft of the lower column is bent and engaged.

57 is a view showing a connection structure of the PC column 100 and the lower column 1100 used in the fourth of the PC column and PC beam utilizing the permanent bracket provided on the PC column according to the present invention, In which case the nut of the column main shaft is accommodated in one hole to be coupled.

58 shows the connection structure between the PC column 100 and the lower column 1100 used in the fourth of the PC column and PC beam utilizing the permanent bracket provided on the PC column according to the present invention, And FIG.

59 to 62 illustrate a construction method of a connection structure of the PC column 100 and the lower column 1100 used in the fourth of the rigid bonding structure of the PC column and the PC beam utilizing the permanent bracket provided on the PC column of the present invention Respectively.

63 is a cross-sectional view showing the connection structure between the PC column 100 and the lower column 1100 used in the fourth of the PC column and PC beam utilizing the permanent bracket provided on the PC column of the present invention, It is.

Figs. 64 to 71 show the construction methods using Fig. 63 in order.

As shown in FIG. 58,

The PC column 100 is pivotally coupled to the upper portion of the lower column 1100,

The column lower connecting plate CDP and the column upper connecting plate CUP at the upper end of the lower column 1100 are bolted to each other,

A hole is formed in the column lower connection plate CDP and the column upper connection plate CUP in order to accommodate the projected nuts to the column lower connection plate CDP and the column upper connection plate CUP for fixing the column main rods. Or,

As shown in FIG. 57, a filler plate (PP) having a hole formed therein for receiving together the projections of the column lower connection plate (CDP) and the column upper connection plate (CUP) And is installed between the column lower connection plate (CDP) and the column upper connection plate (CUP).

The present invention, as shown in Figures 55 to 56,

The lower pillar 1100 is bent at an upper angle of the pillar of the column to displace the center line of the pillar of the PC column 100,

Holes are separately formed in the filler plate PP to receive a nut for fixing the columnar root of the lower column 1100 and a nut for fixing the columnar root of the PC column 100 respectively .

63 to 71 illustrate an embodiment in which there is no filler plate PP but an internal bolt (IR)

An inner bolt (IB) inserted into the column upper connecting plate (CUP) and protruding upward is further added,

The protruding portion of the inner bolt IB is installed at the portion where the protruding portion of the inner bolt IB protrudes through the column lower connection plate CDP to prevent the column concrete from being filled,

The protruding portion of the inner bolt IB is fixed by the nut through the column lower connection plate CDP after removing the foresaid material 2000 and the mortar or concrete is filled in the portion where the supporter 2000 is located,

The contact surface between the column upper connection plate CUP and the column lower connection plate CDP is prevented from being separated from each other to transmit the vertical load and the displacement generated in the column plate due to the column load is reduced .

63 to 71 illustrate an embodiment in which there is a filler plate PP and also an internal bolt (IR)

An inner bolt (IB) inserted into the column upper connecting plate (CUP) and protruding upward is further added,

The protruding portion of the inner bolt IB is installed at the portion where the protruding portion of the inner bolt IB protrudes through the column lower connection plate CDP to prevent the column concrete from being filled,

The protruding portion of the inner bolt IB is fixed by a nut through the filler plate PP and the column lower connection plate CDP after removing the aspirating material 2000. Then, Or fill the concrete,

The contact surface between the column upper connection plate CUP and the column lower connection plate CDP is prevented from being separated from each other to transmit the vertical load and the displacement generated in the column plate due to the column load is reduced .

Referring to the embodiment in which there is no filler plate PP in FIG. 73 but a rib R instead of the inner bolt IR,

A protruding rib (R) is added to at least one of the upper surface of the column upper connecting plate (CUP) and the lower surface of the column lower connecting plate (CDP)

The rib R prevents the contact surface between the column upper connecting plate CUP and the lower column lower connecting plate CDP from being distanced to transmit the vertical load and at the same time the displacement generated in the column plate due to the column load .

Describing an embodiment in which the filler plate PP is shown in Figure 73 and the ribs R are provided instead of the inner bolts IR,

A protruding rib (R) is added to at least one of the upper surface of the column upper connecting plate (CUP) and the lower surface of the column lower connecting plate (CDP)

The rib R prevents the contact surface between the column upper connecting plate CUP, the filler plate PP and the column lower connecting plate CDP from being separated from each other, thereby transmitting the vertical load, And the displacement generated in the column plate is reduced.

82 to 88 show a method of constructing an exterior column structure in which beams are connected to three sides of a fourth joint of a PC joint and a PC joint using a permanent bracket installed on a PC column according to the present invention, .

89 to 98 illustrate a construction method of a corner post structure in which a beam is connected to two sides of a fourth joint of a PC joint and a PC joint using a permanent bracket installed on a PC column according to the present invention, .

As shown in Figures 82-88,

The present invention is similar to the second embodiment described above,

The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,

A PC column 100 including a coupler 150 embedded in the outer surface of the column concrete, and an upper bipolar coupler fixing rib 110 'fastened to one end of the coupler 150` and embedded in the column concrete.

A column lower connection plate (CDP) installed at a lower end of the PC column 100;

A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And

A permanent bracket 300 installed at an upper portion of the column lower connecting plate CDP;

, ≪ / RTI >

After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,

One end of the compensating end portion reinforcing bar 400 is fastened to the other end of the coupler 150 '

And the compensating part reinforcing bar 450 is reinforced at the other end of the compensating part end reinforcing bar 400.

The present invention, as shown in Figures 85 to 86,

A side board 600 is installed between the side end of the PC beam 200 and the outer surface of the column concrete,

31, one end of a deck plate DP is mounted on an end portion of the beam concrete 210,

The slab concrete (SC) is laid on the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450) are laid on the top of the deck plate (DP).

A step 320 protruding perpendicularly to both ends is formed on the upper portion of the permanent bracket 300 so that the step 320 serves as a guide when sliding the side board 600, And a lower end of the lower plate.

As shown in Figures 89 to 98,

The present invention is similar to the third aspect described above,

The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,

A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;

A column lower connection plate (CDP) installed at a lower end of the PC column 100;

A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And

And a permanent bracket (300) installed on the upper part of the column lower connection plate (CDP)

After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,

One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,

And the compensating part reinforcement 450 is joined to the other end of the compensating part end reinforcement 400. In the strong jointing structure of the PC column and the PC beam using the permanent bracket installed on the PC column,

The coupler CP and the compensating end portion reinforcing bar 400 are omitted,

The upper reinforcing bar connecting anchor rib 110 is replaced with a compensating reinforcing steel connecting bar 112 protruding longer than the compensating end portion reinforcing bar 400,

The end of the PC beam 200 is mounted on the other end of the mounting fixture 300 'in which the permanent bracket 300 is extended,

And the compensating part reinforcing bar 450 is joined to the other end of the compensating part reinforcing steel connecting rod 112 by reinforcing bars.

And a beam lower reinforcing steel reinforcing bar 122 protruding from the outer surface of the column concrete at the lower portion of the compensating reinforcing steel reinforcing bar 112,

And the reinforcement of the beam lower reinforcing bar 500 is joined to the other end of the beam lower reinforcing steel reinforcing bar 122.

In addition, the stationary brackets 300 'are extended from the permanent brackets 300 by extension means including a sliding type or a folding type.

The present invention is characterized in that a side board 600 is installed between the side end of the PC beam 200 and the outer surface of the column concrete,

One end of a deck plate (DP) is mounted on an end of the upper part of the beam concrete (210)

The slab concrete (SC) is laid on the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450) are laid on the top of the deck plate (DP).

The step 320 protrudes vertically from both ends of the permanent bracket 300 so that the step 320 serves as a guide when the side board 600 is slid, And the lower end of the guide plate.

As a result, according to the present invention, the moment connection method is implemented by the dry method by improving the connection between the column and the beam, and the PC column and the PC using the permanent bracket installed on the PC column using the permanent bracket, Lt; RTI ID = 0.0 > bonding < / RTI >

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.

DA: dead anchor
G: Spacing
SC: Slab Concrete
DP: Deck plate
CP: Coupler
B: Bolt
CDP: Column lower connection plate
CUP: Column top connection plate
PP: filler plate
100: PC pole
110: Upper bobbin connection anchor Riba
110`: Upper bobbins coupler settled by Riba
110``, 110```: vertical fixing unit
112: Reinforcing section Reinforcing steel bars
112 ': vertical fixing unit
120: Lower bobbin connection anchor RIVA
120`: Lower bobbin reinforced coupler Riba
122: Reinforced steel reinforcement
150, 150`: Coupler
160: Plate
160`: Front plate
200: PC Bo
210: beam concrete
230: slab concrete cast part
250: Beam anchor bolt
270: Sutup
280: Deck plate holder
290: Angle plate
295: Anchor plate anchor
300: Permanent bracket
300`: Mounting supplementary book
320: step
400: Compensation end reinforcement
450: Reinforcing section reinforcing bar
500: Beam bottom reinforcement
600: side board
1100: Lower column

Claims (58)

The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A column lower connection plate (CDP) installed at a lower end of the PC column 100;
A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And
A permanent bracket 300 installed at an upper portion of the column lower connecting plate CDP;
, ≪ / RTI >
After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,
And the compensating part reinforcing bar 450 is reinforced at the other end of the compensating part end reinforcing bar 400,
A side board 600 is installed between the side end of the PC beam 200 and the outer surface of the column concrete,
One end of a deck plate (DP) is mounted on an end of the upper part of the beam concrete (210)
The slab concrete (SC) is laid on the upper portion of the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450)
A step 320 protruding perpendicularly to both ends is formed on the upper portion of the permanent bracket 300 so that the step 320 serves as a guide when sliding the side board 600, And the lower end of the PC column and the PC beam using the permanent bracket installed on the PC column.
The method of claim 1,
A lower bobbin-reinforced anchor rib 120 protruding from the outer surface of the column concrete is provided under the upper bobbin-reinforced anchor rib 110,
Wherein one end of a coupler (CP) is fastened to a protrusion of the lower reinforcing bar connecting anchor lever (120) and one end of a beam lower reinforcing bar (500) is fastened to the other end of the coupler (CP) Steel Joining Structure of PC Column and PC Beam Using Brackets.
delete delete 3. The method according to claim 1 or 2,
The PC column 100 is pivotally coupled to the upper portion of the lower column 1100,
Wherein the column lower connecting plate (CDP) and the column upper connecting plate (CUP) at the upper end of the lower column (1100) are bolted to each other. The PC column and the PC beam using the permanent bracket Joining bond structure.
delete delete The method of claim 5,
A hole is formed in the column lower connection plate CDP and the column upper connection plate CUP in order to accommodate the projected nuts to the column lower connection plate CDP and the column upper connection plate CUP for fixing the column main rods. Or,
A filler plate (PP) having a hole formed therein for receiving the projecting nuts upwardly and downwardly from the column lower connection plate (CDP) and the column upper connection plate (CUP) for fixing the column root bars; CDP) and the column upper connecting plate (CUP). The rigid joining structure of the PC column and the PC beam using the permanent bracket provided on the PC column.
delete delete [Claim 11 is abandoned upon payment of the registration fee.] 9. The method of claim 8,
The lower pillar 1100 is bent at an upper angle of the pillar of the column to displace the center line of the pillar of the PC column 100,
Holes are separately formed in the filler plate PP to receive a nut for fixing the columnar root of the lower column 1100 and a nut for fixing the columnar root of the PC column 100, respectively Steel Joint Connection Structure of PC Column and PC Beam Utilizing Permanent Brackets Installed on PC Columns.
delete delete [14] has been abandoned due to the registration fee. The method of claim 5,
An inner bolt (IB) inserted into the column upper connecting plate (CUP) and protruding upward is further added,
The protruding portion of the inner bolt IB is installed at the portion where the protruding portion of the inner bolt IB protrudes through the column lower connection plate CDP to prevent the column concrete from being filled,
The protruding portion of the inner bolt IB is fixed by the nut through the column lower connection plate CDP after removing the foresaid material 2000 and the mortar or concrete is filled in the portion where the supporter 2000 is located,
The contact surface between the column upper connection plate (CUP) and the column lower connection plate (CDP) is prevented from being separated from each other to transmit the vertical load and the displacement generated in the column plate due to the column load is reduced Steel Joint Connection Structure of PC Column and PC Beam Utilizing Permanent Brackets Installed on PC Columns.
[Claim 15 is abandoned upon payment of registration fee] 12. The method of claim 11,
An inner bolt (IB) inserted into the column upper connecting plate (CUP) and protruding upward is further added,
The protruding portion of the inner bolt IB is installed at the portion where the protruding portion of the inner bolt IB protrudes through the column lower connection plate CDP to prevent the column concrete from being filled,
The protruding portion of the inner bolt IB is fixed with a nut through the filler plate PP and the column lower connection plate CDP after removing the aspirating material 2000. Thereafter, Or fill the concrete,
The contact surface between the column upper connection plate (CUP) and the column lower connection plate (CDP) is prevented from being separated from each other to transmit the vertical load and the displacement generated in the column plate due to the column load is reduced Steel Joint Connection Structure of PC Column and PC Beam Utilizing Permanent Brackets Installed on PC Columns.
[Claim 16 is abandoned upon payment of registration fee.] The method of claim 5,
A protruding rib (R) is added to at least one of the upper surface of the column upper connecting plate (CUP) and the lower surface of the column lower connecting plate (CDP)
The rib R prevents the contact surface between the column upper connecting plate CUP and the lower column lower connecting plate CDP from being distanced to transmit the vertical load and at the same time the displacement generated in the column plate due to the column load The PC column and the PC beam using the permanent bracket installed on the PC column.
[Claim 17 is abandoned upon payment of registration fee.] 12. The method of claim 11,
A protruding rib (R) is added to at least one of the upper surface of the column upper connecting plate (CUP) and the lower surface of the column lower connecting plate (CDP)
The rib R prevents the contact surface between the column upper connecting plate CUP, the filler plate PP and the column lower connecting plate CDP from being separated from each other, thereby transmitting the vertical load, And the displacement generated on the column plate is reduced. A rigid joint structure of the PC column and the PC beam using the permanent bracket installed on the PC column.
[Claim 18 is abandoned upon payment of registration fee.] The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,
A PC column 100 including a coupler 150 embedded in the outer surface of the column concrete, and an upper bipolar coupler fixing rib 110 'fastened to one end of the coupler 150` and embedded in the column concrete.
A column lower connection plate (CDP) installed at a lower end of the PC column 100;
A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And
A permanent bracket 300 installed at an upper portion of the column lower connecting plate CDP;
, ≪ / RTI >
After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,
One end of the compensating end portion reinforcing bar 400 is fastened to the other end of the coupler 150 '
And the compensating part reinforcing bars 450 are reinforced at the other end of the compensating part end reinforcing bars 400,
A side board 600 is installed between the side end of the PC beam 200 and the outer surface of the column concrete,
One end of a deck plate (DP) is mounted on an end of the upper part of the beam concrete (210)
The slab concrete (SC) is laid on the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450)
A step 320 protruding perpendicularly to both ends is formed on the upper portion of the permanent bracket 300 so that the step 320 serves as a guide when sliding the side board 600, And the lower end of the PC column and the PC beam using the permanent bracket installed on the PC column.
[Claim 19 is abandoned upon payment of the registration fee.] The method of claim 18,
Is installed below the upper bipolar coupler fixing rib 110 '
A coupler 150 'embedded in the outer surface of the column concrete; And
A lower bobbin coupler fixing lever 120 'fastened to one end of the coupler 150' and embedded in the column concrete;
Lt; / RTI >
And one end of the beam lower reinforcing bar (500) is fastened to the other end of the coupler (150 '). The rigid joining structure of the PC column and the PC beam using the permanent bracket provided on the PC column.
delete delete [Claim 22 is abandoned upon payment of the registration fee.] 20. The method according to claim 18 or 19,
The PC column 100 is pivotally coupled to the upper portion of the lower column 1100,
Wherein the column lower connecting plate (CDP) and the column upper connecting plate (CUP) at the upper end of the lower column (1100) are bolted to each other. The PC column and the PC beam using the permanent bracket Joining bond structure.
delete delete [Claim 25 is abandoned upon payment of registration fee] The method of claim 22,
A hole is formed in the column lower connection plate CDP and the column upper connection plate CUP in order to accommodate the projected nuts to the column lower connection plate CDP and the column upper connection plate CUP for fixing the column main rods. Or,
A filler plate (PP) having a hole formed therein for receiving the projecting nuts upwardly and downwardly from the column lower connection plate (CDP) and the column upper connection plate (CUP) for fixing the column root bars; CDP) and the column upper connecting plate (CUP). The rigid joining structure of the PC column and the PC beam using the permanent bracket provided on the PC column.
delete delete [Claim 28 is abandoned upon payment of registration fee.] 26. The method of claim 25,
The lower pillar 1100 is bent at an upper angle of the pillar of the column to displace the center line of the pillar of the PC column 100,
Holes are separately formed in the filler plate PP to receive a nut for fixing the columnar root of the lower column 1100 and a nut for fixing the columnar root of the PC column 100, respectively Steel Joint Connection Structure of PC Column and PC Beam Utilizing Permanent Brackets Installed on PC Columns.
delete delete [31] has been abandoned due to the registration fee. The method of claim 22,
An inner bolt (IB) inserted into the column upper connecting plate (CUP) and protruding upward is further added,
The protruding portion of the inner bolt IB is installed at the portion where the protruding portion of the inner bolt IB protrudes through the column lower connection plate CDP to prevent the column concrete from being filled,
The protruding portion of the inner bolt IB is fixed by the nut through the column lower connection plate CDP after removing the foresaid material 2000 and the mortar or concrete is filled in the portion where the supporter 2000 is located,
The contact surface between the column upper connection plate (CUP) and the column lower connection plate (CDP) is prevented from being separated from each other to transmit the vertical load and the displacement generated in the column plate due to the column load is reduced Steel Joint Connection Structure of PC Column and PC Beam Utilizing Permanent Brackets Installed on PC Columns.
[32] is abandoned upon payment of the registration fee. 29. The method of claim 28,
An inner bolt (IB) inserted into the column upper connecting plate (CUP) and protruding upward is further added,
The protruding portion of the inner bolt IB is installed at the portion where the protruding portion of the inner bolt IB protrudes through the column lower connection plate CDP to prevent the column concrete from being filled,
The protruding portion of the inner bolt IB is fixed with a nut through the filler plate PP and the column lower connection plate CDP after removing the aspirating material 2000. Thereafter, Or fill the concrete,
The contact surface between the column upper connection plate (CUP) and the column lower connection plate (CDP) is prevented from being separated from each other to transmit the vertical load and the displacement generated in the column plate due to the column load is reduced Steel Joint Connection Structure of PC Column and PC Beam Utilizing Permanent Brackets Installed on PC Columns.
[33] has been abandoned due to the registration fee. The method of claim 22,
A protruding rib (R) is added to at least one of the upper surface of the column upper connecting plate (CUP) and the lower surface of the column lower connecting plate (CDP)
The rib R prevents the contact surface between the column upper connecting plate CUP and the lower column lower connecting plate CDP from being distanced to transmit the vertical load and at the same time the displacement generated in the column plate due to the column load The PC column and the PC beam using the permanent bracket installed on the PC column.
[Claim 34 is abandoned upon payment of registration fee.] 29. The method of claim 28,
A protruding rib (R) is added to at least one of the upper surface of the column upper connecting plate (CUP) and the lower surface of the column lower connecting plate (CDP)
The rib R prevents the contact surface between the column upper connecting plate CUP, the filler plate PP and the column lower connecting plate CDP from being separated from each other, thereby transmitting the vertical load, And the displacement generated on the column plate is reduced. A rigid joint structure of the PC column and the PC beam using the permanent bracket installed on the PC column.
[Claim 35 is abandoned upon payment of registration fee.] The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A column lower connection plate (CDP) installed at a lower end of the PC column 100;
A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And
And a permanent bracket (300) installed on the upper part of the column lower connection plate (CDP)
After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,
And the compensating part reinforcement 450 is joined to the other end of the compensating part end reinforcement 400. In the strong jointing structure of the PC column and the PC beam using the permanent bracket installed on the PC column,
The coupler CP and the compensating end portion reinforcing bar 400 are omitted,
The upper reinforcing bar connecting anchor rib 110 is replaced with a compensating reinforcing steel connecting bar 112 protruding longer than the compensating end portion reinforcing bar 400,
The end of the PC beam 200 is mounted on the other end of the mounting fixture 300 'in which the permanent bracket 300 is extended,
And the compensating part reinforcing bars 450 are joined to the other end of the compensating part reinforcing steel connecting bars 112 by reinforcing bars.
A side board 600 is installed between the side end of the PC beam 200 and the outer surface of the column concrete,
One end of a deck plate (DP) is mounted on an end of the upper part of the beam concrete (210)
The slab concrete (SC) is laid on the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450)
A step 320 protruding perpendicularly to both ends is formed on the upper portion of the permanent bracket 300 so that the step 320 serves as a guide when sliding the side board 600, And the lower end of the PC column and the PC beam using the permanent bracket installed on the PC column.
[Claim 36 is abandoned upon payment of registration fee.] 35. The method of claim 35,
A beam lower reinforcing steel reinforcing bar 122 protruding from the outer surface of the column concrete is added to the reinforcing steel reinforcing steel reinforcing bar 112,
And the reinforcing bars (500) are joined to the other ends of the beam lower reinforcing bars (122). The rigid joining structure of the PC columns and the PC beams using the permanent brackets provided on the PC columns.
[Claim 37 is abandoned upon payment of registration fee.] 35. The method of claim 35,
Characterized in that the stationary bracket (300 ') is extended from the permanent bracket (300) by extending means including a sliding type or a folding type. The PC Steel jointed structure of columns and PC beams.
delete delete [Claim 40 is abandoned upon payment of the registration fee.] 37. The method according to any one of claims 35 to 37,
The PC column 100 is pivotally coupled to the upper portion of the lower column 1100,
Wherein the column lower connecting plate (CDP) and the column upper connecting plate (CUP) at the upper end of the lower column (1100) are bolted to each other. The PC column and the PC beam using the permanent bracket Joining bond structure.
delete delete [Claim 43 is abandoned upon payment of the registration fee.] 40. The method of claim 40,
A hole is formed in the column lower connection plate CDP and the column upper connection plate CUP in order to accommodate the projected nuts to the column lower connection plate CDP and the column upper connection plate CUP for fixing the column main rods. Or,
A filler plate (PP) having a hole formed therein for receiving the projecting nuts upwardly and downwardly from the column lower connection plate (CDP) and the column upper connection plate (CUP) for fixing the column root bars; CDP) and the column upper connecting plate (CUP). The rigid joining structure of the PC column and the PC beam using the permanent bracket provided on the PC column.
delete delete [Claim 46 is abandoned due to the registration fee.] 43. The method of claim 43,
The lower pillar 1100 is bent at an upper angle of the pillar of the column to displace the center line of the pillar of the PC column 100,
Holes are separately formed in the filler plate PP to receive a nut for fixing the columnar root of the lower column 1100 and a nut for fixing the columnar root of the PC column 100, respectively Steel Joint Connection Structure of PC Column and PC Beam Utilizing Permanent Brackets Installed on PC Columns.
delete delete [49] has been abandoned due to the registration fee. 40. The method of claim 40,
An inner bolt (IB) inserted into the column upper connecting plate (CUP) and protruding upward is further added,
The protruding portion of the inner bolt IB is installed at the portion where the protruding portion of the inner bolt IB protrudes through the column lower connection plate CDP to prevent the column concrete from being filled,
The protruding portion of the inner bolt IB is fixed by the nut through the column lower connection plate CDP after removing the foresaid material 2000 and the mortar or concrete is filled in the portion where the supporter 2000 is located,
The contact surface between the column upper connection plate (CUP) and the column lower connection plate (CDP) is prevented from being separated from each other to transmit the vertical load and the displacement generated in the column plate due to the column load is reduced Steel Joint Connection Structure of PC Column and PC Beam Utilizing Permanent Brackets Installed on PC Columns.
[Claim 50 is abandoned upon payment of the registration fee.] 46. The method of claim 46,
An inner bolt (IB) inserted into the column upper connecting plate (CUP) and protruding upward is further added,
The protruding portion of the inner bolt IB is installed at the portion where the protruding portion of the inner bolt IB protrudes through the column lower connection plate CDP to prevent the column concrete from being filled,
The protruding portion of the inner bolt IB is fixed with a nut through the filler plate PP and the column lower connection plate CDP after removing the aspirating material 2000. Thereafter, Or fill the concrete,
The contact surface between the column upper connection plate (CUP) and the column lower connection plate (CDP) is prevented from being separated from each other to transmit the vertical load and the displacement generated in the column plate due to the column load is reduced Steel Joint Connection Structure of PC Column and PC Beam Utilizing Permanent Brackets Installed on PC Columns.
[51] has been abandoned due to the registration fee. 40. The method of claim 40,
A protruding rib (R) is added to at least one of the upper surface of the column upper connecting plate (CUP) and the lower surface of the column lower connecting plate (CDP)
The rib R prevents the contact surface between the column upper connecting plate CUP and the lower column lower connecting plate CDP from being distanced to transmit the vertical load and at the same time the displacement generated in the column plate due to the column load The PC column and the PC beam using the permanent bracket installed on the PC column.
[Claim 52 is abandoned upon payment of the registration fee.] 46. The method of claim 46,
A protruding rib (R) is added to at least one of the upper surface of the column upper connecting plate (CUP) and the lower surface of the column lower connecting plate (CDP)
The rib R prevents the contact surface between the column upper connecting plate CUP, the filler plate PP and the column lower connecting plate CDP from being separated from each other, thereby transmitting the vertical load, And the displacement generated on the column plate is reduced. A rigid joint structure of the PC column and the PC beam using the permanent bracket installed on the PC column.
[Claim 53 is abandoned upon payment of the registration fee.] 9. The method of claim 8,
An inner bolt (IB) inserted into the column upper connecting plate (CUP) and protruding upward is further added,
The protruding portion of the inner bolt IB is installed at the portion where the protruding portion of the inner bolt IB protrudes through the column lower connection plate CDP to prevent the column concrete from being filled,
The protruding portion of the inner bolt IB is fixed with a nut through the filler plate PP and the column lower connection plate CDP after removing the aspirating material 2000. Thereafter, Or fill the concrete,
The contact surface between the column upper connection plate (CUP) and the column lower connection plate (CDP) is prevented from being separated from each other to transmit the vertical load and the displacement generated in the column plate due to the column load is reduced Steel Joint Connection Structure of PC Column and PC Beam Utilizing Permanent Brackets Installed on PC Columns.
[Claim 54 is abandoned upon payment of registration fee.] 9. The method of claim 8,
A protruding rib (R) is added to at least one of the upper surface of the column upper connecting plate (CUP) and the lower surface of the column lower connecting plate (CDP)
The rib R prevents the contact surface between the column upper connecting plate CUP, the filler plate PP and the column lower connecting plate CDP from being separated from each other, thereby transmitting the vertical load, And the displacement generated on the column plate is reduced. A rigid joint structure of the PC column and the PC beam using the permanent bracket installed on the PC column.
[55] has been abandoned due to the registration fee. 26. The method of claim 25,
An inner bolt (IB) inserted into the column upper connecting plate (CUP) and protruding upward is further added,
The protruding portion of the inner bolt IB is installed at the portion where the protruding portion of the inner bolt IB protrudes through the column lower connection plate CDP to prevent the column concrete from being filled,
The protruding portion of the inner bolt IB is fixed with a nut through the filler plate PP and the column lower connection plate CDP after removing the aspirating material 2000. Thereafter, Or fill the concrete,
The contact surface between the column upper connection plate (CUP) and the column lower connection plate (CDP) is prevented from being separated from each other to transmit the vertical load and the displacement generated in the column plate due to the column load is reduced Steel Joint Connection Structure of PC Column and PC Beam Utilizing Permanent Brackets Installed on PC Columns.
[Claim 56 is abandoned upon payment of registration fee.] 26. The method of claim 25,
A protruding rib (R) is added to at least one of the upper surface of the column upper connecting plate (CUP) and the lower surface of the column lower connecting plate (CDP)
The rib R prevents the contact surface between the column upper connecting plate CUP, the filler plate PP and the column lower connecting plate CDP from being separated from each other, thereby transmitting the vertical load, And the displacement generated on the column plate is reduced. A rigid joint structure of the PC column and the PC beam using the permanent bracket installed on the PC column.
[57] has been abandoned due to the registration fee. 43. The method of claim 43,
An inner bolt (IB) inserted into the column upper connecting plate (CUP) and protruding upward is further added,
The protruding portion of the inner bolt IB is installed at the portion where the protruding portion of the inner bolt IB protrudes through the column lower connection plate CDP to prevent the column concrete from being filled,
The protruding portion of the inner bolt IB is fixed with a nut through the filler plate PP and the column lower connection plate CDP after removing the aspirating material 2000. Thereafter, Or fill the concrete,
The contact surface between the column upper connection plate (CUP) and the column lower connection plate (CDP) is prevented from being separated from each other to transmit the vertical load and the displacement generated in the column plate due to the column load is reduced Steel Joint Connection Structure of PC Column and PC Beam Utilizing Permanent Brackets Installed on PC Columns.
[Clause 58 has been abandoned due to registration fee] 43. The method of claim 43,
A protruding rib (R) is added to at least one of the upper surface of the column upper connecting plate (CUP) and the lower surface of the column lower connecting plate (CDP)
The rib R prevents the contact surface between the column upper connecting plate CUP and the lower column lower connecting plate CDP from being distanced to transmit the vertical load and at the same time the displacement generated in the column plate due to the column load The PC column and the PC beam using the permanent bracket installed on the PC column.

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