KR20180122151A - the rigid connection structure between the upper precast concrete column and the lower precast concrete column and the rigid connection structure of the precast concrete girder using the same - Google Patents

Abstract

The present invention relates to a column concrete (230); A lower column plate 270 installed on the column concrete 230; And a plurality of lower column beams 210 embedded in the column concrete 230 to be embedded in the column concrete 230 and vertically disposed therebetween and having an upper end penetrated through the lower column plate 270, A lower PC column 200;
Column concrete 130; An upper column plate 170 installed below the column concrete 130; And a plurality of upper column reinforcing bars 110 embedded in the column concrete 130 to be embedded in the concrete to cover the concrete covering thickness and exposed at the lower end through the upper column plate 170 An upper PC column 100;
, ≪ / RTI >
The column concrete 130 at the portion where the upper column reinforcing bar 110 is exposed is boxed out 150 without contacting the upper column plate 170 so that the upper end of the lower column reinforcing bar 210 contacts the upper column plate 170 170 and the reinforcing bars of the upper pillar reinforcement 110 and the lower pillar reinforcement 210 in the box-out 150 are provided .
Column concrete 230; A lower column plate 270 installed on the column concrete 230; And a plurality of lower column beams 210 embedded in the column concrete 230 to be embedded in the column concrete 230 and vertically disposed therebetween and having an upper end penetrated through the lower column plate 270, A lower PC column 200;
Column concrete 130; An upper column plate 170 installed below the column concrete 130; And a plurality of upper column reinforcing bars 110 embedded in the column concrete 130 so as to maintain a concrete covering thickness and exposed at a lower portion of the column concrete 130 below the upper concrete column 130. [ A column 100;
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The column concrete 130 at the portion where the upper column reinforcing bar 110 is exposed is boxed out 150 so that the upper column plate 170 is shorter in length than the lower column plate 270, The upper and lower column plates 270 and 270 are coupled to each other by an inner bolt IB so that when the upper ends of the lower column bars 210 are exposed through the lower column plate 270, And the reinforcing bars of the upper pillar reinforcing bars 110 and the lower pillar reinforcing bars 210 can be joined to each other.

Description

[0001] The present invention relates to a rigid connection structure between upper and lower PC columns and a rigid connection structure between the upper and lower PC columns using a rigid connection structure between the upper and lower PC columns,

The present invention relates to a rigid joining structure between upper and lower PC columns for realizing a steel joining by joining a steel member before joining by implementing a moment joining method, that is, a steel joining by improving the joining portion between the column and the beam and increasing the workability. The present invention relates to a rigid joint structure of a PC beam.

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 simple method of mounting the PC beam on the PC column is one of the methods that are widely used at present, but the air is somewhat reduced, but when the lateral force such as an earthquake acts, the column-to- . Therefore, it is necessary to install a shear wall, brace, etc., which is a lateral reinforcement means, so that it is inevitable to increase the construction cost and air without meeting the merit of the PC method planned for air saving.

In addition, a PC mounted on a PC column may cause a safety accident due to the deviation of the column-to-beam connection. Therefore, the use of high - rise structures is limited due to the possibility of structural instability in column - beam connections.

(2) The method of integrally installing the PC column-PC beam member causes the concrete to be laid on the joint, which may cause structural instability in the column-beam joint during the air delay and curing period due to concrete curing The use of high-rise structures is limited.

In order to solve the drawbacks of the conventional PC method, researchers of the PC method of the moment bonding method have been actively carried out, but it is difficult to use it widely in the high-rise structure in particular due to various disadvantages such as complicated construction details, low economic efficiency and poor workability .

Therefore, the present inventor proposes a moment-resisting framework capable of eliminating the installation of the lateral shear reinforcement means such as the additional shear wall (formwork and wet construction method) and the brace while being a dry type construction method.

Since the frame construction of the precast frame can be progressed, the present invention can realize the similar air and workability of the steel frame construction. Especially, even if the lessee is familiar with the manual, it is possible to construct a strong joint structure between upper and lower PC columns It is a strong bonding structure of PC beam using this.

[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

SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned problems of the related art. The purpose of this study is to improve the joining of columns and beams and to realize the moment bonding method, ie, steel joining by the dry method. However, the steel joining structure between upper and lower PC columns for steel joining by joining steel before joining the joining part It is intended to provide a rigid joint structure of PC beams.

In order to solve the above-mentioned technical problems, the present invention provides a pillar concrete (230); A lower column plate 270 installed on the column concrete 230; And a plurality of lower column beams 210 embedded in the column concrete 230 to be embedded in the column concrete 230 and vertically disposed therebetween and having an upper end penetrated through the lower column plate 270, A lower PC column 200;

Column concrete 130; An upper column plate 170 installed below the column concrete 130; And a plurality of upper column reinforcing bars 110 embedded in the column concrete 130 to be embedded in the concrete to cover the concrete covering thickness and exposed at the lower end through the upper column plate 170 An upper PC column 100;

, ≪ / RTI >

The column concrete 130 at the portion where the upper column reinforcing bar 110 is exposed is boxed out 150 without contacting the upper column plate 170 so that the upper end of the lower column reinforcing bar 210 contacts the upper column plate 170 170 and the reinforcing bars of the upper pillar reinforcement 110 and the lower pillar reinforcement 210 in the box-out 150 are provided .

Column concrete 230; A lower column plate 270 installed on the column concrete 230; And a plurality of lower column beams 210 embedded in the column concrete 230 to be embedded in the column concrete 230 and vertically disposed therebetween and having an upper end penetrated through the lower column plate 270, A lower PC column 200;

Column concrete 130; An upper column plate 170 installed below the column concrete 130; And a plurality of upper column reinforcing bars 110 embedded in the column concrete 130 so as to maintain a concrete covering thickness and exposed at a lower portion of the column concrete 130 below the upper concrete column 130. [ A column 100;

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The column concrete 130 at the portion where the upper column reinforcing bar 110 is exposed is boxed out 150 so that the upper column plate 170 is shorter in length than the lower column plate 270, The upper and lower column plates 270 and 270 are coupled to each other by an inner bolt IB so that when the upper ends of the lower column bars 210 are exposed through the lower column plate 270, And the reinforcing bars of the upper pillar reinforcing bars 110 and the lower pillar reinforcing bars 210 can be joined to each other.

According to the present invention, it is possible to improve the joining of columns and beams and to realize the moment bonding method, that is, the steel joining by the dry method, but by increasing the workability, the steel joining structure between the upper and lower PC columns To provide a rigid joint structure of the PC beams.

Brief Description of the Drawings Fig. 1 is a cross-sectional view of a rigid joint structure between upper and lower PC columns of the present invention and a rigid joint structure of a PC beam using the same.
2 is a sectional view of AA in Fig.
3 is a cross-sectional view of BB in Fig.
4 is an enlarged view of Fig.
5 is a cross-sectional view of DD in Fig.
6 illustrates an upper column plate and a lower column plate in the present invention.
7 is a perspective view of FIG.
Fig. 8 is another embodiment of Fig.
FIG. 9 shows a construction example using the support pip in FIG.
10 is a cross-sectional view of AA in FIG.
11 is a cross-sectional view and a detailed view of a rigid joint structure between upper and lower PC columns of the present invention and a rigid joint structure of a PC beam using the same.
FIG. 12 shows an upper column plate and a lower column plate in FIG.
13 is a cross-sectional view of a rigid joint structure between upper and lower PC columns having a plate of the present invention and a rigid joint structure of a PC beam using the same.
Fig. 14 is a sectional view as seen from the side of Fig. 13;
Fig. 15 is another embodiment of Fig.
16 is a cross-sectional view of a rigid joint structure between upper and lower PC columns having a plate of the present invention and a rigid joint structure of a PC beam using the same.
17 is a perspective view of the PC beam in Fig.
18 is an enlarged view of Fig.
19 shows an example of using an inner bolt in 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.

Ⅰ. Upper and Lower PC column  liver Steel joint  Coupling structure and using this PC beam Steel joint  Bond structure.

FIG. 1 is a cross-sectional view of a rigid joint structure between upper and lower PC columns of the present invention and a rigid joint structure of a PC beam using the same, FIG. 2 is a sectional view of AA in FIG. 1, Sectional view.

FIG. 4 is an enlarged view of FIG. 1, FIG. 5 is a cross-sectional view of D-D of FIG. 1, and FIG. 6 illustrates an upper column plate and a lower column plate in the present invention.

And Fig. 7 is a perspective view of Fig.

The rigid bonding structure between the upper and lower PC columns of the present invention,

Column concrete 230; A lower column plate 270 installed on the column concrete 230; And a plurality of lower column beams 210 embedded in the column concrete 230 to be embedded in the column concrete 230 and vertically disposed therebetween and having an upper end penetrated through the lower column plate 270, A lower PC column 200;

Column concrete 130; An upper column plate 170 installed below the column concrete 130; And a plurality of upper column reinforcing bars 110 embedded in the column concrete 130 to be embedded in the concrete to cover the concrete covering thickness and exposed at the lower end through the upper column plate 170 An upper PC column 100;

, ≪ / RTI >

The column concrete 130 at the portion where the upper column reinforcing bars 110 are exposed is boxed out 150 without contacting the upper column plate 170,

When the upper end of the lower column reinforcing bar 210 is exposed through the upper column plate 170, the reinforcing bars of the upper and lower column reinforcing bars 110 and 210 in the box- .

 As shown in FIG. 1, at the lower end of the upper column reinforcing bar 110, an upper end of a one-touch coupler (OC) is fastened with one-touch fitting only by insertion of reinforcing bars unlike a conventional coupler.

The upper end of the lower column bar 210 exposed through the upper column plate 170 is coupled to the lower end of the one-touch coupler OC,

And the reinforcing bars of the upper pillar reinforcement 110 and the lower pillar reinforcement 210 can be joined.

Fig. 9 shows a construction example using a support pip in Fig. 1, and Fig. 10 is a sectional view taken along line A-A in Fig.

As shown in FIGS. 9 and 10, when the upper PC column 100 is installed on the upper part of the lower PC column 200,

A support chip SC is previously mounted on the lower column plate 270,

The lower column rebar 210 passes through the upper column plate 170 and the lower part of the upper column plate 170 is mounted on the upper part of the support chip SC, The upper PC column 100 is lowered while removing the support pipe SC after confirming that the center line of the upper PC column 110 is aligned.

Fig. 8 is another embodiment of Fig.

8, the lower column plate 270 and the upper column plate 170 each extend laterally to form protrusions 272 and 172,

And the protrusion 272 of the lower column plate 270 and the protrusion 172 of the upper column plate 170 are coupled by bolts and nuts.

19 shows an example of using an inner bolt in the present invention.

19, an inner bolt IB protruded upward is provided on the lower column plate 270, and the inner bolt IB passes through the upper column plate 170 to form the box- (150).

As shown in FIG. 1, the rigid joint structure of the PC beams using the rigid joint structure between the upper and lower PC columns of the present invention,

A rigid joint structure between the upper and lower PC columns is used,

Beam concrete 330; A beam plate (370) installed on a side surface of the beam concrete (330); And a plurality of reinforcing bars (310) embedded in the reinforced concrete (330) so as to maintain the concrete covering thickness and horizontally oriented and bonded to the beam plates (370) );

A compensating reinforcing bar 410 horizontally disposed above the PC beam 300; And

A slab concrete 430 paved to be embedded with the compensator reinforcement 410;

, ≪ / RTI >

The beam plate 370 is coupled to a side surface of the column concrete 230 of the lower PC column 200 and one end of the compensating part reinforcement 410 is connected to the column concrete 130 ) Side surface of the second substrate.

And, as shown in FIG. 4,

When the compensating part reinforcement 410 is coupled to the side surface of the column concrete 130,

The reinforcing bar 410 is coupled to the coupler, and the reinforcing bar 410 is coupled to the coupler.

As shown in Figure 3,

The upper end of the beam concrete 330 contacting the beam plate 370 forms a level down part 350 that is leveled down so that the upper end of the beam plate 370 is exposed to form an exposed upper plate 372,

The lower end of the beam plate 370 extends below the lower level of the beam concrete 330 and is exposed to the lower plate 376; Respectively,

 And the exposed upper plate 372 and the exposed lower plate 376 are coupled to the column concrete 230 with bolts.

16 is a cross-sectional view of a rigid joint structure between upper and lower PC columns having a plate of the present invention and a rigid joint structure of a PC beam using the same, FIG. 17 is a perspective view of a PC beam in FIG. 16, 16 is an enlarged view of Fig.

When the PC beam in Fig. 16 is inferred and applied,

The rigid joint structure of the PC beams using the rigid joint structure between the upper and lower PC columns of the present invention uses a rigid joint structure between the upper and lower PC columns,

Beam concrete 330; A beam plate (370) installed on a side surface of the beam concrete (330); A plurality of reinforced concrete beams (310) embedded in the concrete concrete (330) so as to maintain a thickness of the concrete covering and horizontally laid, and one end of which is bonded to the beam plate (370); And a beam bracket (340) joined to one end of the beam plate (370);

A compensating reinforcing bar 410 horizontally disposed above the PC beam 300; And

A slab concrete 430 paved to be embedded with the compensator reinforcement 410;

, ≪ / RTI >

The beam bracket 340 is coupled to a column bracket 240 coupled to a side surface of the column concrete 230 of the lower PC column 200,

One end of the compensating part reinforcement 410 is coupled to the side of the column concrete 130 through the box-out part 150.

17,

The beam plate 370 is installed at a center of a side surface of the beam concrete 330,

The beam concrete (330) on both sides of the beam plate (370) forms a setback (375).

Also, as shown in Fig. 18,

A beam protruding reinforcing bar 315 protrudes from the beam concrete 330 to the set back portion 375 so as to be overlapped with the column connecting reinforcing bars 317 provided on the column.

In addition, as shown in FIG. 16,

The beam lower reinforcing bars 320 are protruded to the lower side of the beam concrete 330 and the reinforcing bars are joined to the connecting reinforcing bars 320 'provided on the side of the column concrete 230 of the lower PC column 200 ,

One end of the connecting reinforcing bar 320 is coupled to the side of the column concrete 230 by a buried coupler C` and the other end of the connecting reinforcing bar 320 is coupled to the beam lower reinforcing bar 320 by a coupler C. [

11 is a cross-sectional view and a detailed view of a rigid joint structure between upper and lower PC columns and a rigid joint structure of a PC beam using the same,

FIG. 12 shows an upper column plate and a lower column plate in FIG.

The rigid bonding structure between the upper and lower PC columns of the present invention,

Column concrete 230; A lower column plate 270 installed on the column concrete 230; And a plurality of lower column beams 210 embedded in the column concrete 230 to be embedded in the column concrete 230 and vertically disposed therebetween and having an upper end penetrated through the lower column plate 270, A lower PC column 200;

Column concrete 130; An upper column plate 170 installed below the column concrete 130; And a plurality of upper column reinforcing bars 110 embedded in the column concrete 130 so as to maintain a concrete covering thickness and exposed at a lower portion of the column concrete 130 below the upper concrete column 130. [ A column 100;

, ≪ / RTI >

The column concrete 130 at the portion where the upper column reinforcing bars 110 are exposed is boxed out 150,

The upper column plate 170 has a shorter side than the lower column plate 270 and the upper column plate 170 is coupled to the lower column plates 270 by internal bolts IB,

When the upper end of the lower column bar 210 is exposed through the lower column plate 270,

And the reinforcement of the upper pillar reinforcement 110 and the lower pillar reinforcement 210 is made possible in the box-out 150.

The upper end of the one-touch coupler OC is coupled to the lower end of the upper column bar 110 and the upper end of the lower column bar 210 is coupled to the lower end of the one-touch coupler OC,

And the reinforcing bars of the upper pillar reinforcement 110 and the lower pillar reinforcement 210 can be joined.

If Figures 9 and 10 are applied in analogy,

When the upper PC column 100 is mounted on the lower PC column 200, the support chip SC is mounted in advance on the lower column plate 270, and the support chip SC A lower portion of the upper column plate 170 is mounted,

The upper pillar 100 is lowered while removing the support pip SC after confirming the center line of the lower pillar reinforcement 210 and the center pillar reinforcement 110 coincide with each other.

The rigid bonding structure of the PC beam using the rigid bonding structure between the upper and lower PC columns of the present invention is as follows.

A rigid joint structure between the upper and lower PC columns is used,

Beam concrete 330; A beam plate (370) installed on a side surface of the beam concrete (330); And a plurality of reinforcing bars (310) embedded in the reinforced concrete (330) so as to maintain the concrete covering thickness and horizontally oriented and bonded to the beam plates (370) );

A compensating reinforcing bar 410 horizontally disposed above the PC beam 300; And

A slab concrete 430 paved to be embedded with the compensator reinforcement 410;

, ≪ / RTI >

The beam plate 370 is coupled to a side surface of the column concrete 230 of the lower PC column 200 and one end of the compensating part reinforcement 410 is connected to the column concrete 130 ) Side surface of the second substrate.

When the compensating portion reinforcing bar 410 is coupled to the side surface of the column concrete 130,

The reinforcing bar 410 is coupled to the coupler, and the reinforcing bar 410 is coupled to the coupler.

The upper end of the beam concrete (330) contacting the beam plate (370) forms a level down part (350) that is leveled down so that the upper end of the beam plate (370) Respectively,

The lower end of the beam plate 370 extends below the lower level of the beam concrete 330 and is exposed to the lower plate 376; Respectively,

 And the exposed upper plate 372 and the exposed lower plate 376 are coupled to the column concrete 230 with bolts.

16,

The rigid bonding structure of the PC beam using the rigid bonding structure between the upper and lower PC columns of the present invention is as follows.

A rigid joint structure between the upper and lower PC columns is used,

Beam concrete 330; A beam plate (370) installed on a side surface of the beam concrete (330); A plurality of reinforced concrete beams (310) embedded in the concrete concrete (330) so as to maintain a thickness of the concrete covering and horizontally laid, and one end of which is bonded to the beam plate (370); And a beam bracket (340) joined to one end of the beam plate (370);

A compensating reinforcing bar 410 horizontally disposed above the PC beam 300; And

A slab concrete 430 paved to be embedded with the compensator reinforcement 410;

, ≪ / RTI >

The beam bracket 340 is coupled to a column bracket 240 coupled to a side surface of the column concrete 230 of the lower PC column 200,

One end of the compensating part reinforcement 410 is coupled to the side of the column concrete 130 through the box-out part 150.

17,

The rigid bonding structure of the PC beam using the rigid bonding structure between the upper and lower PC columns of the present invention is as follows.

The beam plate 370 is installed at a center of a side surface of the beam concrete 330,

The beam concrete (330) on both sides of the beam plate (370) forms a setback (375).

18,

The rigid bonding structure of the PC beam using the rigid bonding structure between the upper and lower PC columns of the present invention is as follows.

A beam protruding reinforcing bar 315 protrudes from the beam concrete 330 to the set back portion 375 so as to be overlapped with the column connecting reinforcing bars 317 provided on the column.

In addition, according to the present invention, a beam lower reinforcing bar 320 protrudes to the lower side of the beam concrete 330, and a reinforcing bar is joined to a connecting reinforcing bar 320 'provided on the side of the column concrete 230 of the lower PC column 200 And,

One end of the connection reinforcing bar 320 is coupled to the side of the column concrete 230 by a buried coupler C and the other end of the connection reinforcing bar 320 is coupled to the beam lower reinforcing bar 320 by a coupler C have.

Ⅱ. Up and down with plate PC column  liver Steel joint  Coupling structure and using this PC beam Steel joint  Bond structure.

13 is a cross-sectional view of a rigid joint structure between upper and lower PC columns having a plate of the present invention and a rigid joint structure of a PC beam using the same.

Fig. 14 is a sectional view as seen from the side of Fig. 13, and Fig. 15 is another embodiment as shown in Fig.

The rigid bonding structure between the upper and lower PC columns having the plate of the present invention,

Column concrete 230; A lower column plate 270 installed on the column concrete 230; And a plurality of lower column beams 210 embedded in the column concrete 230 to be embedded in the column concrete 230 and vertically disposed therebetween and having an upper end penetrated through the lower column plate 270, A lower PC column 200;

Column concrete 130; An upper column plate 170 installed below the column concrete 130; And a plurality of upper column reinforcing bars 110 embedded in the column concrete 130 to be embedded in the concrete to cover the concrete covering thickness and exposed at the lower end through the upper column plate 170 An upper PC column 100;

, ≪ / RTI >

The column concrete 130 at the portion where the upper column reinforcing bar 110 is exposed does not contact the upper column plate 170 but is boxed out 150 'so that the upper end of the lower column reinforcing bar 210 is inserted into the upper column plate 170, The upper end of the coupler C is coupled to the lower end of the upper pillar reinforcement 110 in the box-out 150 ' And the upper end of the pillar reinforcement 210 is coupled to the lower end of the coupler C so that reinforcement can be joined.

If we apply Figures 9 and 10 in analogy,

In the present invention, when the upper PC column 100 is installed on the upper part of the lower PC column 200,

A support chip SC is previously mounted on the lower column plate 270,

The lower column rebar 210 passes through the upper column plate 170 and the lower part of the upper column plate 170 is mounted on the upper part of the support chip SC, The upper PC column 100 is lowered while removing the support pipe SC after confirming that the center line of the upper PC column 110 is aligned.

19,

In the present invention, the lower column plate (270) is provided with an inner bolt (IB)

And the inner bolt (IB) penetrates the upper column plate (170) and is fastened at the box-out (150).

The rigid joint structure of the PC beams using the rigid joint structure between the upper and lower PC columns having the plate of the present invention,

A rigid bonding structure between upper and lower PC columns having the plate is used,

Beam concrete 330; A beam plate (370) installed on a side surface of the beam concrete (330); And a plurality of reinforcing bars (310) embedded in the reinforced concrete (330) so as to maintain the concrete covering thickness and horizontally oriented and bonded to the beam plates (370) );

A compensating reinforcing bar 410 horizontally disposed above the PC beam 300; And

A slab concrete 430 paved to be embedded with the compensator reinforcement 410;

, ≪ / RTI >

The beam plate 370 is coupled to a side surface of the column concrete 230 of the lower PC column 200,

One end of the compensating part reinforcing bar 410 is coupled to the side of the pillar concrete 130 through the box-out part 150 '.

When the compensating portion reinforcing bar 410 is coupled to the side surface of the column concrete 130,

The reinforcing bar 410 is coupled to the coupler, and the reinforcing bar 410 is coupled to the coupler.

The upper end of the beam concrete 330 contacting the beam plate 370 forms a level down part 350 that is leveled down so that the upper end of the beam plate 370 is exposed to form an exposed upper plate 372 The lower end of the beam plate 370 extends below the lower level of the beam concrete 330 and is exposed to the lower plate 376; Respectively,

 And the exposed upper plate 372 and the exposed lower plate 376 are coupled to the column concrete 230 with bolts.

As shown in Fig. 15,

In the present invention, the lower column plate 270 and the upper column plate 170 each extend laterally to form protrusions 272 and 172,

And the protrusion 272 of the lower column plate 270 and the protrusion 172 of the upper column plate 170 are coupled by bolts and nuts.

16,

The present invention utilizes a strong bonding structure between upper and lower PC columns,

Beam concrete 330; A beam plate (370) installed on a side surface of the beam concrete (330); A plurality of reinforced concrete beams (310) embedded in the concrete concrete (330) so as to maintain a thickness of the concrete covering and horizontally laid, and one end of which is bonded to the beam plate (370); And a beam bracket (340) joined to one end of the beam plate (370);

A compensating reinforcing bar 410 horizontally disposed above the PC beam 300; And

A slab concrete 430 paved to be embedded with the compensator reinforcement 410;

, ≪ / RTI >

The beam bracket 340 is coupled to a column bracket 240 coupled to a side surface of the column concrete 230 of the lower PC column 200,

One end of the compensating part reinforcement 410 is coupled to the side of the column concrete 130 through the box-out part 150.

17,

The present invention is characterized in that the beam plate 370 is installed at a side center of the beam concrete 330 and the beam concrete 330 on both sides of the beam plate 370 forms a set- .

18,

The present invention is characterized in that the beam protruding reinforcing bars 315 protrude from the beam concrete 330 to the set back portion 375 and are overlapped with the column connecting reinforcing bars 317 provided on the columns.

11,

The upper column plate 170 is shorter than the lower column plate 270 and the upper column plate 170 is coupled to the lower column plates 270 by the inner bolts IB,

When the upper end of the lower column reinforcement 210 is exposed through the lower column plate 270, the reinforcing joint between the upper column reinforcement 110 and the lower column reinforcement 210 in the box-out 150 ' .

Then, a beam lower reinforcing bar 320 is projected to the lower side of the beam concrete 330,

And a reinforcing bar is joined to a connecting reinforcing bar 320 'provided on a side surface of the column concrete 230 of the lower PC column 200,

One end of the connecting reinforcing bar 320 is coupled to the side of the column concrete 230 by a buried coupler C` and the other end of the connecting reinforcing bar 320 is coupled to the beam lower reinforcing bar 320 by a coupler C. [

16 is a cross-sectional view of a rigid joint structure between upper and lower PC columns having a plate of the present invention and a rigid joint structure of a PC beam using the same.

Fig. 17 is a perspective view of the PC beam in Fig. 16, and Fig. 18 is an enlarged view of Fig.

19 shows an example of using an inner bolt in the present invention.

The rigid bonding structure between the upper and lower PC columns having the plate of the present invention,

Column concrete 230; A lower column plate 270 installed on the column concrete 230; And a plurality of lower column bars (210) embedded in the column concrete (230) to be embedded in the column concrete (230) so as to be vertically laid and joined to the lower column plate (270) A column 200;

Column concrete 130; An upper column plate 170 installed below the column concrete 130; And a plurality of upper column reinforcing bars 110 embedded in the column concrete 130 to be embedded in the concrete to cover the concrete covering thickness and joined at its lower end to the upper column plate 170. [ A column 100;

, ≪ / RTI >

The column concrete 130 at a portion where the lower end of the upper column reinforcing bar 110 is exposed does not contact the upper column plate 170 and is boxed out 150 '

The lower column plate 270 and the upper column plate 170 each extend laterally to form protrusions 272 and 172,

And the protrusion 272 of the lower column plate 270 and the protrusion 172 of the upper column plate 170 are coupled by bolts and nuts.

9 and 10 are applied in analogy,

When the upper PC column 100 is installed on the upper part of the lower PC column 200,

A support chip SC is previously mounted on the lower column plate 270,

A lower portion of the upper column plate 170 is mounted on the support chip SC,

The upper PC column 100 is lowered while removing the support pipe SC.

The rigid joint structure of the PC beams using the rigid joint structure between the upper and lower PC columns having the plate of the present invention,

A rigid bonding structure between upper and lower PC columns having the plate is used,

Beam concrete 330; A beam plate (370) installed on a side surface of the beam concrete (330); A plurality of reinforced concrete beams (310) embedded in the concrete concrete (330) so as to maintain a thickness of the concrete covering and horizontally laid, and one end of which is bonded to the beam plate (370); And a beam bracket (340) joined to one end of the beam plate (370);

A compensating reinforcing bar 410 horizontally disposed above the PC beam 300; And

A slab concrete 430 paved to be embedded with the compensator reinforcement 410;

, ≪ / RTI >

The beam bracket 340 is coupled to a column bracket 240 coupled to a side surface of the column concrete 230 of the lower PC column 200,

One end of the compensating part reinforcement 410 is coupled to the side of the column concrete 130 through the box-out part 150.

When the compensating portion reinforcing bar 410 is coupled to the side surface of the column concrete 130,

The reinforcing bar 410 is coupled to the coupler, and the reinforcing bar 410 is coupled to the coupler.

In addition, the beam lower reinforcing bars 320 protrude from the lower side of the beam concrete 330,

And the reinforcing bars are joined to the connecting reinforcing bars 320 'provided on the side of the column concrete 230 of the lower PC column 200.

One end of the connecting reinforcing bar 320 is coupled to the side of the column concrete 230 by a buried coupler C` and the other end of the connecting reinforcing bar 320 is coupled to the beam lower reinforcing bar 320 by a coupler C. [

As shown in Fig. 17,

The present invention is characterized in that the beam plate 370 is installed at a side center of the beam concrete 330 and the beam concrete 330 on both sides of the beam plate 370 forms a set- .

As shown in Fig. 18,

The present invention is characterized in that the beam protruding reinforcing bars 315 protrude from the beam concrete 330 to the set back portion 375 and are overlapped with the column connecting reinforcing bars 317 provided on the columns.

As shown in Fig. 19,

The present invention is characterized in that the lower column plate 270 is provided with an inner bolt IB projected upward in advance and the inner bolt IB passes through the upper column plate 170 and is fastened at the box- .

If we apply Figure 1 in analogy,

The present invention utilizes a rigid joint structure between upper and lower PC columns having the plate,

Beam concrete 330; A beam plate (370) installed on a side surface of the beam concrete (330); And a plurality of reinforcing bars (310) embedded in the reinforced concrete (330) so as to maintain the concrete covering thickness and horizontally oriented and bonded to the beam plates (370) );

A compensating reinforcing bar 410 horizontally disposed above the PC beam 300; And

A slab concrete 430 paved to be embedded with the compensator reinforcement 410;

, ≪ / RTI >

The beam plate 370 is coupled to a side surface of the column concrete 230 of the lower PC column 200,

One end of the compensating part reinforcement 410 is coupled to the side of the column concrete 130 through the box-out part 150.

When the compensating portion reinforcing bar 410 is coupled to the side surface of the column concrete 130,

The reinforcing bar 410 may be connected to the coupler by being embedded with a connecting reinforcing bar 410 'which is previously coupled to the pillar concrete 130,

The upper end of the beam concrete 330 contacting the beam plate 370 forms a level down part 350 that is leveled down so that the upper end of the beam plate 370 is exposed to form an exposed upper plate 372, The lower end of the beam plate 370 extends below the lower level of the beam concrete 330 and is exposed to the lower plate 376; And the exposed upper plate 372 and the exposed lower plate 376 are coupled to the column concrete 230 with bolts.

As shown in Fig. 19,

In the present invention, the protrusions 272 and 172 may be omitted.

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.

OC: One-touch coupler
SC: Support chip
IB: Inner bolt
C: Coupler
C`: buried coupler
100: Top PC column
110: Upper column rebar
130, 230: column concrete
150, 150`, 150``: Out of box
170: Upper column plate
172, 272:
200: Lower PC column
210: Lower column bend
240; Column bracket
270: Lower column plate
300, 300`: PC beam
310:
315: Beam projection
317: Column connecting bars
320: Beam bottom reinforcement
320`: connecting steel
330: Beam concrete
340: Beam bracket
350: Level down part
370: Beam plate
375:
372: Exposure top plate
376: Exposed bottom plate
410: Reinforcing section reinforcement
410`: connection reinforcing bar
430: slab concrete

Claims (34)

Column concrete 230; A lower column plate 270 installed on the column concrete 230; And a plurality of lower column beams 210 embedded in the column concrete 230 to be embedded in the column concrete 230 and vertically disposed therebetween and having an upper end penetrated through the lower column plate 270, A lower PC column 200;
Column concrete 130; An upper column plate 170 installed below the column concrete 130; And a plurality of upper column reinforcing bars 110 embedded in the column concrete 130 to be embedded in the concrete to cover the concrete covering thickness and exposed at the lower end through the upper column plate 170 An upper PC column 100;
, ≪ / RTI >
The column concrete 130 at the portion where the upper column reinforcing bars 110 are exposed is boxed out 150 without contacting the upper column plate 170,
When the upper end of the lower column bar 210 is exposed through the upper column plate 170,
And the reinforcing bars of the upper pillar reinforcing bars (110) and the lower pillar reinforcing bars (210) can be joined in the box-out (150).
The method of claim 1,
The upper end of the one-touch coupler OC is coupled to the lower end of the upper pillar reinforcing bar 110,
The upper end of the lower column bar 210 exposed through the upper column plate 170 is coupled to the lower end of the one-touch coupler OC,
And a reinforcing bar between the upper pillar reinforcing bar (110) and the lower pillar reinforcing bar (210).
3. The method according to claim 1 or 2,
When the upper PC column 100 is installed on the upper part of the lower PC column 200,
A support chip SC is previously mounted on the lower column plate 270,
A lower portion of the upper column plate 170 is mounted on the support chip SC while the lower column bar 210 passes through the upper column plate 170,
After confirming the coincidence of the center line of the lower column bar 210 and the center column of the upper column bar 110,
And the upper PC column (100) is lowered while removing the support pipe (SC).
Wherein a rigid joint structure between upper and lower PC columns according to claim 1 or 2 is used,
Beam concrete 330; A beam plate (370) installed on a side surface of the beam concrete (330); And a plurality of reinforcing bars (310) embedded in the reinforced concrete (330) so as to maintain the concrete covering thickness and horizontally oriented and bonded to the beam plates (370) );
A compensating reinforcing bar 410 'horizontally disposed above the PC beam 300; And
A slab concrete 430 paved to be embedded with the compensator reinforcement 410;
, ≪ / RTI >
The beam plate 370 is coupled to a side surface of the column concrete 230 of the lower PC column 200,
And the one end of the compensating part reinforcing bar 410 is coupled to the side of the column concrete 130 through the box-out part 150. [ .
The upper and lower PC columns of claim 3,
Beam concrete 330; A beam plate (370) installed on a side surface of the beam concrete (330); And a plurality of reinforcing bars (310) embedded in the reinforced concrete (330) so as to maintain the concrete covering thickness and horizontally oriented and bonded to the beam plates (370) );
A compensating reinforcing bar 410 horizontally disposed above the PC beam 300; And
A slab concrete 430 paved to be embedded with the compensator reinforcement 410;
, ≪ / RTI >
The beam plate 370 is coupled to a side surface of the column concrete 230 of the lower PC column 200,
And the one end of the compensating part reinforcing bar 410 is coupled to the side of the column concrete 130 through the box-out part 150. [ .
5. The method of claim 4,
When the compensating part reinforcement 410 is coupled to the side surface of the column concrete 130,
A connection reinforcing bar 410 'coupled with a coupler is embedded in the column concrete 130,
And the compensating part reinforcing bar (410) is coupled to the coupler. The rigid bonding structure of the PC beam using the rigid bonding structure between the upper and lower PC columns.
The method of claim 5,
When the compensating part reinforcement 410 is coupled to the side surface of the column concrete 130,
A connection reinforcing bar 410 'coupled with a coupler is embedded in the column concrete 130,
And the compensating part reinforcing bar (410) is coupled to the coupler. The rigid bonding structure of the PC beam using the rigid bonding structure between the upper and lower PC columns.
5. The method of claim 4,
The upper end of the beam concrete 330 contacting the beam plate 370 forms a level down part 350 that is leveled down so that the upper end of the beam plate 370 is exposed to form an exposed upper plate 372,
The lower end of the beam plate 370 extends below the lower level of the beam concrete 330 and is exposed to the lower plate 376; Respectively,
Wherein the upper exposed plate (372) and the exposed lower plate (376) are coupled to the column concrete (230) with bolts.
The method of claim 5,
The upper end of the beam concrete 330 contacting the beam plate 370 forms a level down part 350 that is leveled down so that the upper end of the beam plate 370 is exposed to form an exposed upper plate 372,
The lower end of the beam plate 370 extends below the lower level of the beam concrete 330 and is exposed to the lower plate 376; Respectively,
Wherein the upper exposed plate (372) and the exposed lower plate (376) are coupled to the column concrete (230) with bolts.
The method of claim 6,
The upper end of the beam concrete 330 contacting the beam plate 370 forms a level down part 350 that is leveled down so that the upper end of the beam plate 370 is exposed to form an exposed upper plate 372,
The lower end of the beam plate 370 extends below the lower level of the beam concrete 330 and is exposed to the lower plate 376; Respectively,
Wherein the upper exposed plate (372) and the exposed lower plate (376) are coupled to the column concrete (230) with bolts.
8. The method of claim 7,
The upper end of the beam concrete 330 contacting the beam plate 370 forms a level down part 350 that is leveled down so that the upper end of the beam plate 370 is exposed to form an exposed upper plate 372,
The lower end of the beam plate 370 extends below the lower level of the beam concrete 330 and is exposed to the lower plate 376; Respectively,
Wherein the upper exposed plate (372) and the exposed lower plate (376) are coupled to the column concrete (230) with bolts.
3. The method according to claim 1 or 2,
The lower column plate 270 and the upper column plate 170 each extend laterally to form protrusions 272 and 172,
Wherein the protrusion (272) of the lower column plate (270) and the protrusion (172) of the upper column plate (170) are coupled by bolts and nuts.
3. The method according to claim 1 or 2,
The lower column plate 270 is provided with an inner bolt IB protruded upward in advance,
Wherein the inner bolt (IB) passes through the upper column plate (170) and is fastened at the box-out (150).
The upper and lower PC columns of claim 3,
Beam concrete 330; A beam plate (370) installed on a side surface of the beam concrete (330); A plurality of reinforced concrete beams (310) embedded in the concrete concrete (330) so as to maintain a thickness of the concrete covering and horizontally laid, and one end of which is bonded to the beam plate (370); And a beam bracket (340) joined to one end of the beam plate (370);
A compensating reinforcing bar 410 horizontally disposed above the PC beam 300; And
A slab concrete 430 paved to be embedded with the compensator reinforcement 410;
, ≪ / RTI >
The beam bracket 340 is coupled to a column bracket 240 coupled to a side surface of the column concrete 230 of the lower PC column 200,
And the one end of the compensating part reinforcing bar 410 is coupled to the side of the column concrete 130 through the box-out part 150. [ .
The method of claim 14,
The beam plate 370 is installed at a center of a side surface of the beam concrete 330,
And the beam concrete (330) on both sides of the beam plate (370) forms a setback (375).
16. The method of claim 15,
A beam protruding reinforcing bar 315 protrudes from the beam concrete 330 to the set back portion 375,
(317) installed on a column, and the upper and lower PC columns are joined by a reinforcing bar (317).
17. The method according to any one of claims 14 to 16,
A beam lower reinforcing bar 320 protrudes from the lower side of the beam concrete 330,
Wherein a reinforcing bar is joined to a connecting reinforcing bar (320 ') provided on the side of the column concrete (230) of the lower PC column (200).
The method of claim 17,
The connection reinforcing bar 320 '
And one end is coupled to the side of the column concrete 230 by a buried coupler C` and the other end is coupled to the beam lower reinforcing bar 320 with a coupler C. Steel Joint Bonding Structure of PC Beams.
Column concrete 230; A lower column plate 270 installed on the column concrete 230; And a plurality of lower column beams 210 embedded in the column concrete 230 to be embedded in the column concrete 230 and vertically disposed therebetween and having an upper end penetrated through the lower column plate 270, A lower PC column 200;
Column concrete 130; An upper column plate 170 installed below the column concrete 130; And a plurality of upper column reinforcing bars 110 embedded in the column concrete 130 so as to maintain a concrete covering thickness and exposed at a lower portion of the column concrete 130 below the upper concrete column 130. [ A column 100;
, ≪ / RTI >
The column concrete 130 at the portion where the upper column reinforcing bars 110 are exposed is boxed out 150,
The upper column plate 170 has a shorter side than the lower column plate 270 and the upper column plate 170 is coupled to the lower column plates 270 by internal bolts IB,
When the upper end of the lower column bar 210 is exposed through the lower column plate 270,
And the reinforcing bars of the upper pillar reinforcing bars (110) and the lower pillar reinforcing bars (210) can be joined in the box-out (150).
20. The method of claim 19,
The upper end of the one-touch coupler OC is coupled to the lower end of the upper pillar reinforcing bar 110,
The upper end of the lower column bar 210 is coupled to the lower end of the one-touch coupler OC,
And a reinforcing bar between the upper pillar reinforcing bar (110) and the lower pillar reinforcing bar (210).
The method according to claim 19 or 20,
When the upper PC column 100 is installed on the upper part of the lower PC column 200,
A support chip SC is previously mounted on the lower column plate 270,
A lower portion of the upper column plate 170 is mounted on the support chip SC,
After confirming the coincidence of the center line of the lower column bar 210 and the center column of the upper column bar 110,
And the upper PC column (100) is lowered while removing the support pipe (SC).
Wherein a rigid joint structure between upper and lower PC columns according to claim 19 or 20 is used,
Beam concrete 330; A beam plate (370) installed on a side surface of the beam concrete (330); And a plurality of reinforcing bars (310) embedded in the reinforced concrete (330) so as to maintain the concrete covering thickness and horizontally oriented and bonded to the beam plates (370) );
A compensating reinforcing bar 410 horizontally disposed above the PC beam 300; And
A slab concrete 430 paved to be embedded with the compensator reinforcement 410;
, ≪ / RTI >
The beam plate 370 is coupled to a side surface of the column concrete 230 of the lower PC column 200,
And the one end of the compensating part reinforcing bar 410 is coupled to the side of the column concrete 130 through the box-out part 150. [ .
21. The method of claim 21, wherein the rigid joint structure between the upper and lower PC columns is used,
Beam concrete 330; A beam plate (370) installed on a side surface of the beam concrete (330); And a plurality of reinforcing bars (310) embedded in the reinforced concrete (330) so as to maintain the concrete covering thickness and horizontally oriented and bonded to the beam plates (370) );
A compensating reinforcing bar 410 horizontally disposed above the PC beam 300; And
A slab concrete 430 paved to be embedded with the compensator reinforcement 410;
, ≪ / RTI >
The beam plate 370 is coupled to a side surface of the column concrete 230 of the lower PC column 200,
And the one end of the compensating part reinforcing bar 410 is coupled to the side of the column concrete 130 through the box-out part 150. [ .
The method of claim 22,
When the compensating part reinforcement 410 is coupled to the side surface of the column concrete 130,
A connection reinforcing bar 410 'coupled with a coupler is embedded in the column concrete 130,
And the compensating part reinforcing bar (410) is coupled to the coupler. The rigid bonding structure of the PC beam using the rigid bonding structure between the upper and lower PC columns.
24. The method of claim 23,
When the compensating part reinforcement 410 is coupled to the side surface of the column concrete 130,
A connection reinforcing bar 410 'coupled with a coupler is embedded in the column concrete 130,
And the compensating part reinforcing bar (410) is coupled to the coupler. The rigid bonding structure of the PC beam using the rigid bonding structure between the upper and lower PC columns.
The method of claim 22,
The upper end of the beam concrete 330 contacting the beam plate 370 forms a level down part 350 that is leveled down so that the upper end of the beam plate 370 is exposed to form an exposed upper plate 372,
The lower end of the beam plate 370 extends below the lower level of the beam concrete 330 and is exposed to the lower plate 376; Respectively,
Wherein the upper exposed plate (372) and the exposed lower plate (376) are coupled to the column concrete (230) with bolts.
24. The method of claim 23,
The upper end of the beam concrete 330 contacting the beam plate 370 forms a level down part 350 that is leveled down so that the upper end of the beam plate 370 is exposed to form an exposed upper plate 372,
The lower end of the beam plate 370 extends below the lower level of the beam concrete 330 and is exposed to the lower plate 376; Respectively,
Wherein the upper exposed plate (372) and the exposed lower plate (376) are coupled to the column concrete (230) with bolts.
25. The method of claim 24,
The upper end of the beam concrete 330 contacting the beam plate 370 forms a level down part 350 that is leveled down so that the upper end of the beam plate 370 is exposed to form an exposed upper plate 372,
The lower end of the beam plate 370 extends below the lower level of the beam concrete 330 and is exposed to the lower plate 376; Respectively,
Wherein the upper exposed plate (372) and the exposed lower plate (376) are coupled to the column concrete (230) with bolts.
26. The method of claim 25,
The upper end of the beam concrete 330 contacting the beam plate 370 forms a level down part 350 that is leveled down so that the upper end of the beam plate 370 is exposed to form an exposed upper plate 372,
The lower end of the beam plate 370 extends below the lower level of the beam concrete 330 and is exposed to the lower plate 376; Respectively,
Wherein the upper exposed plate (372) and the exposed lower plate (376) are coupled to the column concrete (230) with bolts.
Wherein a rigid joint structure between upper and lower PC columns according to claim 19 or 20 is used,
Beam concrete 330; A beam plate (370) installed on a side surface of the beam concrete (330); A plurality of reinforced concrete beams (310) embedded in the concrete concrete (330) so as to maintain a thickness of the concrete covering and horizontally laid, and one end of which is bonded to the beam plate (370); And a beam bracket (340) joined to one end of the beam plate (370);
A compensating reinforcing bar 410 horizontally disposed above the PC beam 300; And
A slab concrete 430 paved to be embedded with the compensator reinforcement 410;
, ≪ / RTI >
The beam bracket 340 is coupled to a column bracket 240 coupled to a side surface of the column concrete 230 of the lower PC column 200,
And the one end of the compensating part reinforcing bar 410 is coupled to the side of the column concrete 130 through the box-out part 150. [ .
32. The method of claim 30,
The beam plate 370 is installed at a center of a side surface of the beam concrete 330,
And the beam concrete (330) on both sides of the beam plate (370) forms a setback (375).
32. The method of claim 31,
A beam protruding reinforcing bar 315 protrudes from the beam concrete 330 to the set back portion 375,
(317) installed on a column, and the upper and lower PC columns are joined by a reinforcing bar (317).
33. The method according to any one of claims 30-32,
A beam lower reinforcing bar 320 protrudes from the lower side of the beam concrete 330,
Wherein a reinforcing bar is joined to a connecting reinforcing bar (320 ') provided on the side of the column concrete (230) of the lower PC column (200).
34. The method of claim 33,
The connection reinforcing bar 320 '
And one end is coupled to the side of the column concrete 230 by a buried coupler C` and the other end is coupled to the beam lower reinforcing bar 320 with a coupler C. Steel Joint Bonding Structure of PC Beams.

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