KR101872274B1 - the rigid connection structure between the upper precast concrete column and the lower precast concrete column and the rigid connection structure between precast concrete column and precast concrete beam - Google Patents

Abstract

The present invention relates to an upper pillar concrete (110), an upper pillar framework (130) projecting downward at the center of the lower part of the upper pillar concrete (110), and an upper pillar An upper PC column 100 including a reinforcing bar 150; A lower column concrete 230 protruding upward in the upper center of the lower column concrete 210 and a lower column reinforcing 250 embedded vertically inside corners of the lower column concrete 210 A lower PC column 200 constituted by the lower PC column 200; A column sleeve (400) vertically coupled to an upper end of the lower column reinforcing bar (250) and having an upper portion exposed upward inside an edge of the lower column concrete (210); And a column steel frame connection plate (300) fastened to a flange or web at an upper end of the lower column steel frame (230)
When the upper PC column 100 is lifted and lowered,
The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300 and the lower end of the upper column steel 150 is inserted into the upper portion of the column sleeve 400 To provide a rigid jointed joint structure between steel-concrete hybrid upper and lower PC columns.
A bracket steel frame 500 including an upper flange, a web, and a lower flange is joined to the side of the upper pillar steel frame 130, and the upper flange 130 and the upper flange 130 are joined to each other, And a web connection plate 510 'is installed on the side of the web, and a lower connection plate 530 is installed below the lower flange. .
The web of the bracket steel frame 500 and the web of the bracket steel frame 610 are mutually engaged with each other when the PC beam 600 protruding from the steel frame 610 composed of the upper flange, The lower flange of the beam steel frame 610 is not caught by the upper flange of the L-shaped connecting angle 510 and the lower portion of the lower connecting plate 530 does not catch the upper flange of the L- The lower flange of the bracket steel frame 500 is not mounted on the upper end of the web connection plate 510 and the lower portion of the lower flange of the bracket steel frame 500 is mounted on the lower connection plate 530, The upper flange of the bracket steel frame 500 and the lower flange of the steel frame 610 are connected to the upper flange of the bracket steel frame 500 by the upper flange of the bracket steel frame 500, And the lower connecting plate (530). The steel plate-concrete hybrid PC column and the PC beam are joined together at the upper and lower ends of the steel plate- to provide.

Description

The rigid connection structure between steel columns and concrete hybrid columns and steel column joints of PC beams and PC beams using a fixed plate and a PC plate are shown in Fig. and the rigid connection structure between the precast concrete column and the precast concrete beam.

The present invention improves the joining between the upper and lower columns and the column and beam so that the moment joining method, that is, the strong joining is realized by the dry method, but the workability is increased, so that the joining of the steel- This paper describes a steel jointed joint structure between a steel column and a PC column, and a rigid joint joint structure of a steel - concrete hybrid PC column and a PC beam using a fixed plate.

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 proposed a moment-resisting framework capable of eliminating the installation of the lateral shear reinforcement means such as an additional shear wall (formwork and wet construction method) or a brace while being dry type, and after the column- The frame construction of the precast framing can be carried out without piling, so that similar air and workability of the steel frame construction can be realized. Steel-concrete hybrid, which can be constructed safely and quickly, especially if unskilled workers are familiar with the manual. Steel joining joint structure between upper and lower PC columns and rigid joining joint structure of steel-concrete hybrid PC column and PC beam using fixed plate I came to propose.

[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,

It is a steel-concrete hybrid for joining steel joints only by joining the joining part by means of the dry joining technique by improving the joining between the upper and lower columns and the column and beam. Plate hybrid PC column and PC beam using steel plate - plate joint.

In order to solve the above-mentioned technical problem, the present invention provides an upper pillar concrete (110), an upper pillar framework (130) protruding downward at the center of the lower part of the upper pillar concrete (110) An upper PC column 100 including an upper column reinforcing bar 150 protruding downward from the upper PC column 100; A lower column concrete 230 protruding upward in the upper center of the lower column concrete 210 and a lower column reinforcing 250 embedded vertically inside corners of the lower column concrete 210 A lower PC column 200 constituted by the lower PC column 200; A column sleeve (400) vertically coupled to an upper end of the lower column reinforcing bar (250) and having an upper portion exposed upward inside an edge of the lower column concrete (210); And a column steel frame connection plate (300) fastened to a flange or web at an upper end of the lower column steel frame (230)

When the upper PC column 100 descends, the flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300 and the lower end of the upper column steel 150 And the upper and lower ends of the columnar sleeve 400 are inserted and fastened to each other.

A bracket steel frame 500 including an upper flange, a web, and a lower flange is joined to the side of the upper pillar steel frame 130, and the upper flange 130 and the upper flange 130 are joined to each other, And a web connection plate 510 'is installed on the side of the web, and a lower connection plate 530 is installed below the lower flange. .

The web of the bracket steel frame 500 and the web of the bracket steel frame 610 are mutually engaged with each other when the PC beam 600 protruding from the steel frame 610 composed of the upper flange, The lower flange of the beam steel frame 610 is not caught by the upper flange of the L-shaped connecting angle 510 and the lower portion of the lower connecting plate 530 does not catch the upper flange of the L- The lower flange of the bracket steel frame 500 is not mounted on the upper end of the web connection plate 510 and the lower portion of the lower flange of the bracket steel frame 500 is mounted on the lower connection plate 530, The upper flange of the bracket steel frame 500 and the lower flange of the steel frame 610 are connected to the upper flange of the bracket steel frame 500 by the upper flange of the bracket steel frame 500, And the lower connecting plate (530). The steel plate-concrete hybrid PC column and the PC beam are joined together at the upper and lower ends of the steel plate- to provide.

According to the present invention, a steel-concrete hybrid upper and lower PC column-to-column joint joint for realizing the joining by joining the upper and lower columns, and the joining between the column and the beam, It provides a rigid jointed joint structure of steel-concrete hybrid PC columns and PC beams using joint structures and fixed plates.

1 is a plan view of a frame to which the present invention is applied.
Fig. 2 is an elevational view and partial detail view of a frame to which the present invention is applied from the south. Fig.
FIG. 3 is a perspective view of the partial detail view of FIG. 2. FIG.
4 is an elevation view and a partial detail view of a frame to which the present invention is applied from the north.
FIG. 5 is a perspective view of the partial detail view of FIG. 4. FIG.
6 is an elevation view and partial detail view of a frame to which the present invention is applied from the east.
FIG. 7 is a perspective view of the partial detail view of FIG. 6. FIG.
Fig. 8 is an elevational view and partial detail view of a frame to which the present invention is applied, as viewed from the west.
FIG. 9 is a perspective view of the partial detail view of FIG. 8. FIG.
Fig. 10 shows a basic part of a frame to which the present invention is applied.
FIGS. 11 to 12 are views showing a steel jointed joint structure between a steel frame and a concrete hybrid upper and lower PC columns of the present invention, and a steel jointed joint structure of a steel-concrete hybrid column and a PC beam using a stationary plate.
FIGS. 13 to 14 show a steel jointed joint structure between upper and lower PC columns of a steel-concrete hybrid according to the present invention in order.
FIGS. 15 to 17 show a rigid joint joint structure of a steel-concrete hybrid PC column and a PC beam using the fixed plate of the present invention in order.
FIG. 18 is a detailed view of a rigid joint structure of a steel-concrete hybrid PC column and a PC beam using the fixed plate of the present invention.
19 shows another embodiment of the steel-concrete hybrid upper and lower PC column rigid-joint joint structure according to the present invention and the steel-concrete hybrid PC column and PC beam rigid-joint structure using the stationary plate as a whole It is.
20 to 21 show another embodiment of a rigid joint joint structure between upper and lower PC columns of a steel-concrete hybrid according to the present invention in order.
22 to 24 illustrate another embodiment of a rigid joint structure of a steel-concrete hybrid PC column and a PC beam using the fixed plate of the present invention in order.
FIG. 25 is a view showing the steel jointed structure of a steel-concrete hybrid PC column and a PC beam using the movable plate of the present invention as a whole.
26 is a view showing a rigid joint structure of a steel-concrete hybrid PC column and a PC beam using the movable plate of the present invention in order.
Figure 27 is another embodiment of the braided connecting angle or web connecting plate used in the present invention.
FIGS. 28 to 31 illustrate a process in which a fixing steel bar is connected to a steel joint structure of a steel-concrete hybrid PC column and a PC beam using the movable plate of the present invention.
Fig. 32 is a partial detail view of Fig.
33 shows another embodiment of a rigid joint structure of a steel-concrete hybrid PC column and a PC beam using the movable plate of the present invention as a whole.
FIG. 34 shows another embodiment of a rigid joint structure of a steel-concrete hybrid PC column and a PC beam using the movable plate of the present invention in order.
35 is another embodiment of the c-shaped connecting angle used in the present invention.
FIGS. 36 to 37 show a process of connecting a fixing steel bar to another embodiment of a steel-concrete hybrid PC column and a PC beam using a movable plate according to the present invention.
FIG. 38 is a partial detail view of FIG. 32; FIG.
FIGS. 39 to 42 illustrate a concrete non-reinforced steel joint joining structure between upper and lower PC columns of a steel-concrete hybrid using an upper column plate and a lower column plate of the present invention in the order of construction.
43 to 45 show a steel jointed structure of a steel-concrete hybrid PC column and a PC beam using the column plate and the beam plate of the present invention in order of construction.
Fig. 46 is a view showing again the side view of Figs. 43 to 45. Fig.
47 to 50 illustrate another embodiment of a steel-concrete hybrid PC column and a PC joint using a column plate and a beam plate according to the present invention in a construction sequence.
Figure 51 is a representation of Figure 50 again from another angle.
52 to 54 show a state in which a slab reinforcement is laid and a slab concrete is laid 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.

1 is a plan view of a frame to which the present invention is applied.

FIG. 2 is an elevation view and a partial detail view of a frame to which the present invention is applied from the south, and FIG. 3 is a perspective view of a partial detail view of FIG.

FIG. 4 is an elevation view and a partial detail view of a frame to which the present invention is applied from the north, and FIG. 5 is a perspective view of the detail view of FIG.

FIG. 6 is an elevation view and a partial detail view of a frame to which the present invention is applied from the east, and FIG. 7 is a perspective view of the partial detail view of FIG.

FIG. 8 is an elevation view and a partial detail view of a frame to which the present invention is applied, as viewed from the west, and FIG. 9 is a perspective view of a partial detail view of FIG.

Fig. 10 shows a basic part of a frame to which the present invention is applied.

Ⅰ. Steel-concrete hybrid  Upper and Lower PC column  liver Steel joint  Steel-concrete using joint joint structure and fixed plate hybrid PC column  And PC beam Steel joint  Jointed structure

FIGS. 11 to 12 are views showing a steel jointed joint structure between a steel frame and a concrete hybrid upper and lower PC columns of the present invention, and a steel jointed joint structure of a steel-concrete hybrid column and a PC beam using a stationary plate.

FIGS. 13 to 14 show a steel jointed joint structure between upper and lower PC columns of a steel-concrete hybrid according to the present invention in order.

As shown in Figs. 13 (a) and 14 (a), the steel-concrete hybrid upper and lower PC columns of the present invention are characterized in that,

 An upper column concrete 110 protruding downward in the lower center of the upper pillar concrete 110 and an upper pillar reinforcement 150 protruding downward inside the lower corner of the upper pillar concrete 110. [ An upper PC column 100 including the upper PC column 100;

A lower column concrete 230 protruding upward in the upper center of the lower column concrete 210 and a lower column reinforcing 250 embedded vertically inside corners of the lower column concrete 210 A lower PC column 200 constituted by the lower PC column 200;

A column sleeve (400) vertically coupled to an upper end of the lower column reinforcing bar (250) and having an upper portion exposed upward inside an edge of the lower column concrete (210);

And a column steel frame connection plate (300) fastened to a flange or web at an upper end of the lower column steel frame (230)

When the upper PC column 100 is lifted and lowered,

The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300 and the lower end of the upper column steel 150 is inserted into the upper portion of the column sleeve 400 .

And an upper end of the column connecting plate 300 is inclined so that a flange or a web at a lower end of the upper column steel frame 130 can be guided by its own weight when it is lowered.

An injection port 410 extending to the outer surface of the lower column concrete 210 is formed in the column sleeve 400,

A filler (not shown) is injected through the injection port 410,

Since the upper pillar reinforcement 150 and the pillar sleeve 400 are integrally combined,

And the upper pillar reinforcement 150 and the lower pillar reinforcement 250 ensure structural integrity.

As shown in FIGS. 13 (b) and 14 (b), another embodiment of the steel-concrete hybrid upper and lower PC column-to-column joint structures of the present invention of the present invention,

The upper pillar concrete 110, the upper pillar steel frame 130 protruding downward at the center of the lower part of the upper pillar concrete 110 and the upper pillar reinforcement 150 vertically buried in the lower corner of the upper pillar concrete 110 An upper PC column 100 including the upper PC column 100;

A lower column concrete 230 protruding upward in the center of the upper part of the lower column concrete 210 and a lower column reinforcing part 250 protruding upward in a corner of the lower column concrete 210, A lower PC column 200 including the lower PC column 200;

A column sleeve (400) vertically coupled to a lower end of the upper column reinforcing bar (150) and having a lower end exposed downward inside corners of the upper column concrete (110);

And a column steel frame connection plate (300) fastened to a flange or web at an upper end of the lower column steel frame (230)

When the upper PC column 100 is lifted and lowered,

The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300 and the upper end of the lower column steel 250 is inserted into the lower portion of the column sleeve 400 .

The upper end of the column connecting plate 300 is inclined so that the flange or web at the lower end of the upper column steel frame 130 can be guided by its own weight when it is lowered.

An injection port 410 extending to the outer surface of the upper column concrete 110 is formed in the column sleeve 400 and a filler material (not shown) is injected through the injection hole 410 to connect the lower columnar reinforcement 250, Since the column sleeves 400 are integrally coupled, the lower column reinforcement 250 and the upper column reinforcement 150 ensure structural integrity.

15 to 17 are views showing a rigid joint structure of a steel-concrete hybrid PC column and a PC beam using the stationary plate of the present invention in sequence, and Fig. 18 is a schematic view of a steel-concrete hybrid PC column And a rigid joint structure of the PC beam.

As shown in FIGS. 15 to 18, the rigid joint structure of the steel-concrete hybrid PC column and the PC beam using the fixed plate of the present invention,

A bracket steel frame 500 including an upper flange, a web, and a lower flange is joined to the side of the upper pillar steel frame 130,

A lower connecting flange 530 is provided at a lower portion of the upper flange and a web connecting plate 510 'is provided at a side of the web. ) Is provided,

When the PC beam 600 protruded from the steel frame 610 composed of the upper flange, the web and the lower flange is lifted at the end,

The web of the bracket steel frame 500 and the web of the support frame 610 are formed in a shape corresponding to each other and are inclined from the top to the bottom to be perpendicular to each other and inclined from the bottom to the bottom, The lower flange of the beam steel frame 610 is not caught by the upper end of the web connection plate 510 'and the lower portion of the lower connection plate 530 is not caught by the lower connection plate 530 Is mounted on top of plate 530,

The upper flange of the bracket steel frame 500 and the upper flange of the steel frame 610 are fastened together with the upper connection plate 550 as a single member so that the lower flange of the bracket steel frame 500 and the lower flange of the steel frame 610 Is connected to the upper and lower flanges integrally without being disconnected due to the upper connection plate 550 and the lower connection plate 530.

19 shows another embodiment of the steel-concrete hybrid upper and lower PC column rigid-joint joint structure according to the present invention and the steel-concrete hybrid PC column and PC beam rigid-joint structure using the stationary plate as a whole It is.

20 to 21 show another embodiment of the steel-concrete hybrid upper and lower PC column-to-steel joint joining joint structures of the present invention in order. Figs. 22 to 24 show the steel- concrete hybrid PC columns And another embodiment of the rigid joint structure of the PC beam is shown in order.

Another embodiment of the steel-concrete hybrid upper and lower PC column-to-column joint structures of the present invention, as shown in Figs. 20 (a) and 21 (a)

An upper column concrete 110 protruding downward in the lower center of the upper pillar concrete 110 and an upper pillar reinforcement 150 protruding downward inside the lower corner of the upper pillar concrete 110. [ An upper PC column 100 including the upper PC column 100;

A lower column concrete 210 protruding upward in the upper center of the lower column concrete 210 and a vertical column 230 rising upward vertically from the lower side inside the lower column concrete 210, A lower PC column 200 including a lower column reinforcing bar 250 protruding upward to form a part 400 ';

And a column steel frame connection plate (300) fastened to a flange or web at an upper end of the lower column steel frame (230)

When the upper PC column 100 is lifted and lowered,

The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300 and the lower end of the upper column steel 150 is inserted into the upper portion of the insertion part 400 ' .

And an upper end of the column connecting plate 300 is inclined so that a flange or a web at a lower end of the upper column steel frame 130 can be guided by its own weight when it is lowered.

A filling material (not shown) is injected into the inserting part 400 'to secure the structural integrity of the intersecting upper pillars 150 and the lower pillars 250.

Another embodiment of the steel-concrete hybrid upper and lower PC column-to-column joint joining structure of the present invention, as shown in Figs. 20 (b) and 21 (b)

An upper column concrete 110 protruding downward in the lower center of the upper pillar concrete 110 and an upper pillar reinforcement 150 protruding downward inside the lower corner of the upper pillar concrete 110. [ An upper PC column 100 including the upper PC column 100;

A lower column concrete 230 protruding upward in the center of the upper part of the lower column concrete 210 and a lower column reinforcing part 250 protruding upward in a corner of the lower column concrete 210, A lower PC column 200 including the lower PC column 200;

And a column steel frame connection plate (300) fastened to a flange or web at an upper end of the lower column steel frame (230)

When the upper PC column 100 is lifted and lowered,

The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300 and the lower end of the upper column steel 150 and the upper end of the lower column steel 250 are connected to the coupler C And is fastened.

And an upper end of the column connecting plate 300 is inclined so that a flange or a web at a lower end of the upper column steel frame 130 can be guided by its own weight when it is lowered.

The rigid joint structure of steel-concrete hybrid PC columns and PC beams using the fixed plate of the present invention utilizes a rigid joint structure between the upper and lower PC columns of the steel-concrete hybrid,

 A bracket steel frame 500 including an upper flange and a web and a lower flange is joined to the side of the upper pillar steel frame 130. A bracket connecting angle 510 composed of an upper flange and a web is formed on the lower portion of the upper flange and on the side of the web, A web connection plate 510 'is installed on a side surface of the web, and a lower connection plate 530 is installed on a lower portion of the lower flange.

When the PC beam 600 protruded from the steel frame 610 composed of the upper flange, the web and the lower flange is lifted at the end,

The web of the bracket steel frame 500 and the web of the support frame 610 are formed in a shape corresponding to each other and are inclined from the top to the bottom to be perpendicular to each other and inclined from the bottom to the bottom, The lower flange of the beam steel frame 610 is not caught by the upper end of the web connection plate 510 'and the lower portion of the lower connection plate 530 is not caught by the lower connection plate 530 The bracket steel frame 500 is mounted on the upper portion of the bracket steel frame 500 and the upper connection plate 550 which is a single member is fastened to the upper portion of the lower flange of the bracket steel frame 500 and the lower flange portion of the steel frame 610, And the lower flange of the supporting frame 610 are integrally coupled to each other at the upper portion and the lower portion without being disconnected by the upper connecting plate 550 and the lower connecting plate 530 .

Ⅱ. Steel-concrete using movable plate hybrid PC column  And PC beam Steel joint  Jointed structure

FIG. 25 is a view showing a steel jointed structure of a steel-concrete hybrid PC column and a PC beam using the movable plate of the present invention as a whole, and FIG. 26 is a view showing the steel- In order from the top.

FIG. 27 is another embodiment of a bracket connecting angle or a web connecting plate used in the present invention, and FIGS. 28 to 31 are views showing a rigid joint joining structure of a steel-concrete hybrid PC column and a PC beam using the movable plate of the present invention Fig. 32 is a detailed view of the part of Fig. 31. Fig.

The rigid joint structure of steel-concrete hybrid PC columns and PC beams using the movable plate of the present invention utilizes a rigid joint structure between upper and lower PC columns of a steel-concrete hybrid,

A bracket steel frame 500 composed of an upper flange, a web and a lower flange is joined to the side of the upper pillar steel frame 130 of the upper PC column 100. A bracket steel frame 500 is joined to the lower side of the upper flange, Shaped connection angle 510 or a web connection plate 510 'is installed on a side surface of the web and a lower connection plate 530 is installed below the lower flange.

When the PC beam 600 protruded from the steel frame 610 composed of the upper flange, the web and the lower flange is lifted at the end,

The web of the bracket steel frame 500 and the web of the steel frame 610 are formed to be vertically sloped from the top to the bottom of the corresponding shape and inclined from the bottom to the bottom, The lower flange of the reinforcing steel frame 610 is not caught by the upper flange of the bracket connecting angle 510 and the lower portion of the lower connecting plate 530 Or the lower flange of the beam steel frame 610 is not caught on the upper end of the web connection plate 510 and the lower part is mounted on the lower connection plate 530, The lower flange upper portion of the bracket steel frame 500 and the lower flange upper portion of the beam steel frame 610 are connected to each other by a single member The lower flange of the bracket steel frame 500 and the lower flange of the steel frame 610 are not disconnected due to the upper connection plate 550 and the lower connection plate 530, And is integrally joined at the lower part.

Although not shown, the L-shaped connecting angle 510 or the web connecting plate 510 'moves toward the supporting steel frame 610 and is assembled, and the L-shaped connecting angle 510 or the web connecting plate 510' 510 'are moved toward the bracket steel frame 500 and then assembled.

The rigid joint structure between the upper and lower PC columns of the steel-concrete hybrid,

An upper column concrete 110 protruding downward in the lower center of the upper pillar concrete 110 and an upper pillar reinforcement 150 protruding downward inside the lower corner of the upper pillar concrete 110. [ The upper PC column 100 including the upper PC column 100; A lower column concrete 230 protruding upward in the upper center of the lower column concrete 210 and a lower column reinforcing 250 embedded vertically inside corners of the lower column concrete 210 A lower PC column 200 constituted by the lower PC column 200; A column sleeve (400) vertically coupled to an upper end of the lower column reinforcing bar (250) and having an upper portion exposed upward inside an edge of the lower column concrete (210); And a column steel frame connection plate (300) fastened to a flange or web at an upper end of the lower column steel frame (230)

When the upper PC column 100 is lifted and lowered,

The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300 and the lower end of the upper column steel 150 is inserted into the upper portion of the column sleeve 400 .

The upper end of the column connecting plate 300 is inclined so that the flange or web at the lower end of the upper column steel frame 130 can be guided by its own weight when it is lowered.

An injection port 410 extending to the outer surface of the lower column concrete 210 is formed in the column sleeve 400 and a filler material (not shown) is injected through the injection hole 410, Since the column sleeves 400 are integrally coupled, the upper column reinforcing bars 150 and the lower column reinforcing bars 250 ensure structural integrity.

The rigid joint structure between the upper and lower steel column-concrete hybrid upper and lower PC columns includes an upper column concrete 110, an upper column steel frame 130 protruding downward at the center of the lower portion of the upper column concrete 110, The upper PC column 100 comprising an upper column bar 150 embedded vertically inside a lower edge of the upper PC column 110; A lower column concrete 230 protruding upward in the center of the upper part of the lower column concrete 210 and a lower column reinforcing part 250 protruding upward in a corner of the lower column concrete 210, A lower PC column 200 including the lower PC column 200; A column sleeve (400) vertically coupled to a lower end of the upper column reinforcing bar (150) and having a lower end exposed downward inside corners of the upper column concrete (110); And a column steel frame connection plate (300) fastened to a flange or web at an upper end of the lower column steel frame (230)

When the upper PC column 100 is lifted and lowered,

The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300 and the upper end of the lower column steel 250 is inserted into the lower portion of the column sleeve 400 .

The rigid joint structure of steel-concrete hybrid PC columns and PC beams using the movable plate of the present invention utilizes a rigid joint structure between upper and lower PC columns of a steel-concrete hybrid,

A bracket steel frame 500 composed of an upper flange, a web, and a lower flange is joined to the side of the upper pillar steel frame 130 of the upper PC column 100,

A web connection plate 510 'having a slot SL formed by an upper flange and a web and having a slot SL is formed on a lower side of the upper flange and a side of the web, And a lower connection plate 530 is installed under the lower flange.

When the PC beam 600 protruded from the steel frame 610 composed of the upper flange, the web and the lower flange is lifted at the end,

The web of the bracket steel frame 500 and the web of the steel frame 610 are formed in a shape corresponding to each other,

The lower flange of the supporting steel frame 610 is connected to the lower flange of the bracket steel frame 500 by the lower flange of the bracket steel frame 500, And the lower flange of the beam steel frame 610 is not caught by the upper end of the web connection plate 510 'and the lower part is fixed to the upper part of the lower connection plate 530, And,

The bracket connecting angle 510 or the web connecting plate 510 'is assembled by moving the slot SL without separating the bolt toward the bracket 610,

Since the upper connecting plate 550, which is a single member, is fastened to the upper portion of the lower flange of the bracket steel frame 500 and the upper portion of the lower flange of the steel frame 610,

The lower flange of the bracket steel frame 500 and the lower flange of the beam steel frame 610 are integrally joined at the upper and lower portions without being disconnected due to the upper connection plate 550 and the lower connection plate 530 .

Although not shown, the L-shaped connecting angle 510 or the web connecting plate 510 'moves toward the supporting steel frame 610,

The bracket connecting angle 510 or the web connecting plate 510 is assembled by moving the slot SL without separating the bolt toward the bracket steel frame 500.

The rigid joint structure between the upper and lower PC columns of the steel-concrete hybrid consists of an upper column concrete 110, an upper column steel frame 130 protruding downward in the lower center of the upper column concrete 110, 110) upper column pillars (150) including upper column bars (150) protruding downward inside lower corners; A lower column concrete 230 protruding upward in the upper center of the lower column concrete 210 and a lower column reinforcing 250 embedded vertically inside corners of the lower column concrete 210 A lower PC column 200 constituted by the lower PC column 200; A column sleeve (400) vertically coupled to an upper end of the lower column reinforcing bar (250) and having an upper portion exposed upward inside an edge of the lower column concrete (210); And a column steel frame connection plate (300) fastened to a flange or web at an upper end of the lower column steel frame (230)

When the upper PC column 100 descends, the flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300 and the lower end of the upper column steel 150 And is inserted into and fastened to the upper portion of the pillar sleeve (400).

The upper end of the column connecting plate 300 is inclined so that the flange or web at the lower end of the upper column steel frame 130 can be guided by its own weight when it is lowered. An injection port 410 extending to the outer surface of the column concrete 210 is formed and a filler material (not shown) is injected through the injection port 410 so that the upper column reinforcing bar 150 and the column sleeve 400 integrally So that the upper pillar reinforcement 150 and the lower pillar reinforcement 250 ensure structural integrity.

The rigid joint structure between the upper and lower PC columns of the steel-concrete hybrid,

The upper pillar concrete 110, the upper pillar steel frame 130 protruding downward at the center of the lower part of the upper pillar concrete 110 and the upper pillar reinforcement 150 vertically buried in the lower corner of the upper pillar concrete 110 An upper PC column 100 including the upper PC column 100; A lower column concrete 230 protruding upward in the center of the upper part of the lower column concrete 210 and a lower column reinforcing part 250 protruding upward in a corner of the lower column concrete 210, A lower PC column 200 including the lower PC column 200; A column sleeve (400) vertically coupled to a lower end of the upper column reinforcing bar (150) and having a lower end exposed downward inside corners of the upper column concrete (110); And a column steel frame connection plate (300) fastened to a flange or web at an upper end of the lower column steel frame (230)

When the upper PC column 100 is lifted and lowered,

The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300 and the upper end of the lower column steel 250 is inserted into the lower portion of the column sleeve 400 .

And an upper end of the column connecting plate 300 is inclined so that a flange or a web at a lower end of the upper column steel frame 130 can be guided by its own weight when it is lowered.

In addition, the column sleeve 400 is formed with an injection hole 410 extending to the outer surface of the upper column concrete 110 and a filler (not shown) is injected through the injection hole 410, And the column sleeve 400 are integrally coupled to each other, the lower pillar reinforcement 250 and the upper pillar reinforcement 150 ensure structural integrity.

33 is a view showing another embodiment of a steel-concrete hybrid PC column and a PC beam using a movable plate according to another embodiment of the present invention. FIG. 34 is a cross-sectional view of a steel-concrete hybrid PC And other embodiments of the steel joint joining structure of the column and the PC beam are shown in order.

35 is another embodiment of the c-shaped connecting angle used in the present invention.

Figs. 36 to 37 are views sequentially showing a process of connecting a fixing steel bar to another embodiment of a steel-concrete hybrid PC column and a PC beam using the movable plate according to the present invention. Fig. 38 Fig.

Another embodiment of the steel jointed joint structure of the steel-concrete hybrid PC column and the PC beam using the movable plate of the present invention is a steel jointed joint structure between upper and lower PC columns of steel-concrete hybrid,

A bracket steel frame 500 composed of an upper flange, a web, and a lower flange is joined to the side of the upper pillar steel frame 130 of the upper PC column 100,

When the PC beam 600 protruding from the steel frame 610 composed of the upper flange, the web, and the lower flange is lowered at the end portion, the web and the lower flange are attached to the upper side of the web and the lower flange of the steel frame 610, And a lower connection plate 530 is installed under the lower flange of the bracket steel frame 500. In this case,

The web of the bracket steel frame 500 and the web of the beam steel frame 610 are formed in a shape corresponding to each other and are inclined from the top to the bottom and perpendicular to the bottom to the bottom, The lower flange of the bending connection angle 510 'is not caught by the upper flange of the bracket steel frame 500 but is mounted on the upper portion of the lower connection plate 530, The upper flange upper portion of the bracket steel frame 500 and the lower flange upper portion of the beam steel frame 610 are assembled by moving the bracket steel frame 500 toward the bracket steel frame 500, The lower flange of the bracket steel frame 500 and the lower flange of the steel frame 610 are connected to the lower flange of the bending connection angle 510 ' The lower connecting plate 530 So that they are integrally joined at the upper part and the lower part without being disconnected.

The rigid joint structure between the upper and lower PC columns of the steel-concrete hybrid,

An upper column concrete 110 protruding downward in the lower center of the upper pillar concrete 110 and an upper pillar reinforcement 150 protruding downward inside the lower corner of the upper pillar concrete 110. [ The upper PC column 100 including the upper PC column 100; A lower column concrete 230 protruding upward in the upper center of the lower column concrete 210 and a lower column reinforcing 250 embedded vertically inside corners of the lower column concrete 210 A lower PC column 200 constituted by the lower PC column 200; A column sleeve (400) vertically coupled to an upper end of the lower column reinforcing bar (250) and having an upper portion exposed upward inside an edge of the lower column concrete (210); And a column steel frame connection plate (300) fastened to a flange or web at an upper end of the lower column steel frame (230)

When the upper PC column 100 is lifted and lowered,

The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300 and the lower end of the upper column steel 150 is inserted into the upper portion of the column sleeve 400 .

And an upper end of the column connecting plate 300 is inclined so that a flange or a web at a lower end of the upper column steel frame 130 can be guided by its own weight when it is lowered.

The columnar sleeve 400 is formed with an injection hole 410 extending to the outer surface of the lower column concrete 210 and a filler material is injected through the injection hole 410 to form the upper columnar reinforcement 150, And the column sleeve 400 are integrally coupled to each other, so that the upper pillar reinforcement 150 and the lower pillar reinforcement 250 secure structural integrity.

Another embodiment of a steel-concrete hybrid PC column and PC beam steel joint joining structure using the movable plate of the present invention is a steel-concrete hybrid steel joining joint structure between upper and lower PC columns,

A bracket steel frame 500 composed of an upper flange and a web and a lower flange is connected to the upper pillar steel frame 130 side of the upper PC column 100 and a beam steel frame 610 composed of an upper flange and a web and a lower flange is attached to the end, When the protruded PC beam 600 descends and is lifted, a web-shaped connecting angle 510 'formed of a web and a lower flange and having a slot SL is formed on the web side surface and the upper portion of the lower flange of the beam steel frame 610, And a lower connecting plate 530 is installed under the lower flange of the bracket steel frame 500,

The web of the bracket steel frame 500 and the web of the beam steel frame 610 are formed in a shape corresponding to each other and are inclined from the top to the bottom and perpendicular to the bottom to the bottom, The lower flange of the bending connection angle 510 'is not caught by the upper flange of the bracket steel frame 500 but is mounted on the upper portion of the lower connection plate 530, The connecting angle 510 is formed by moving the slot SL without separating the bolt toward the bracket steel frame 500. The lower flange upper part of the bracket steel frame 500 and the upper flange of the bracket steel bridge 500 are assembled, The lower flange of the bracket steel frame 500 and the lower flange of the steel frame 610 are connected to each other by the bending connection angle < RTI ID = 0.0 >Lt; RTI ID = 0.0 > 510 & The upper connection plate 530 and the lower connection plate 530. The upper connection plate 530 and the upper connection plate 530 are integrally coupled to each other.

The rigid joint structure between the upper and lower PC columns of the steel-concrete hybrid,

An upper column concrete 110 protruding downward in the lower center of the upper pillar concrete 110 and an upper pillar reinforcement 150 protruding downward inside the lower corner of the upper pillar concrete 110. [ The upper PC column 100 including the upper PC column 100; A lower column concrete 230 protruding upward in the upper center of the lower column concrete 210 and a lower column reinforcing 250 embedded vertically inside corners of the lower column concrete 210 A lower PC column 200 constituted by the lower PC column 200; A column sleeve (400) vertically coupled to an upper end of the lower column reinforcing bar (250) and having an upper portion exposed upward inside an edge of the lower column concrete (210); And a column steel frame connection plate (300) fastened to a flange or web at an upper end of the lower column steel frame (230)

When the upper PC column 100 is lifted and lowered,

And the lower end of the upper pillar reinforcement 150 is inserted into the upper part of the pillar sleeve 400 and is fastened to the lower end of the upper pillar reinforcement 150 .

Ⅲ. Steel-concrete using upper column plate and lower column plate hybrid  Upper and Lower PC column  Liver concrete Non-piling Steel joint  Joint joint structure and column plate and The beam plate  Used steel-concrete hybrid PC column  And PC beam Steel joint  Jointed structure

FIGS. 39 to 42 illustrate a concrete non-reinforced steel joint joining structure between upper and lower PC columns of a steel-concrete hybrid using an upper column plate and a lower column plate of the present invention in the order of construction.

The steel-concrete hybrid upper and lower PC columns using the upper column plate and the lower column plate of the present invention have a concrete non-

An upper column plate 170 installed at a lower portion of the upper column concrete 110 and an upper column reinforcing bar 150 protruding from the lower portion of the upper column plate 170 and having a lower end fastened with a nut, An upper PC column 100 configured;

A lower column concrete 270 installed on the lower column concrete 210 and a lower column reinforcing bar 250 protruding from the upper part of the lower column plate 270 and fastened with a nut at the upper end, A lower PC column 200 configured;

And a column pillar plate (CPP) installed between the upper column plate 170 and the lower column plate 270,

The lower column rebar 250 rises on the same center line as the upper column rebar 150 and is bent at the lower portion of the lower column plate 270 to depart from the center line of the upper column rebar 150, And the nuts fastened to the upper pillar reinforcement 150 are located at the same level in different holes formed in the column pillar plate CPP and the upper column plate 170 and the lower column plate 270). The column pillar plates (CPP) are integrally joined to each other by using bolts and nuts.

An upper column steel frame 130 is joined to an upper portion of the upper column plate 170 and a lower column steel frame 230 is joined to a lower portion of the lower column plate 270.

43 to 45 show a rigid joint joint structure of a steel-concrete hybrid PC column and a PC beam using the column plate and the beam plate of the present invention in the order of construction, and FIG. 46 is a cross- Respectively.

Figs. 47 to 50 show another embodiment of a steel-concrete hybrid PC column and PC beam steel joint joining structure using the column plate and the beam plate of the present invention in the order of construction, Fig. 51 is a cross- It is expressed again in.

52 to 54 illustrate a state in which a slab reinforcement is laid and a slab concrete is laid in the present invention.

The rigid joint structure of steel-concrete hybrid PC columns and PC beams using the column plate and the beam plate of the present invention is a steel-concrete hybrid using a top column plate and a bottom column plate, a concrete non- A PC beam 600 having a column plate 700 bonded to the side surface of the upper column steel frame 130 and a beam plate 630 attached to the end of the column plate 700 is vertically and downwardly inserted into the column plate 700, 700) and the beam plate (630) are fastened together.

A vertical guide 710 and a horizontal guide 720 are provided at the ends and the lower end of the column plate 700. The vertical guide 710 guides the lower plate 730 when the beam 630 is lowered, Is characterized in that it serves to hold the beam plate 630.

One end of the buried coupler 192 to which the column fixing bar 190 is coupled is joined to the other end of the column plate 700. A bolt passing through the beam plate 630 is fastened to one end of the buried coupler 192 .

Instead of this, one end of the buried coupler 192 to which the column fixing bar 190 is coupled is connected to the other end of the column plate 700, and the one end of the buried coupler 192 passes through the beam plate 630 And the compensating reinforcing bars 650 are fastened.

In addition, a plurality of the embedded couplers 192 are installed, and a compensating portion reinforcing bar 650 passing through the beam plate 630 is fastened to one end of the buried coupler 192 of the most part of the buried couplers 192.

47 to 50 illustrate another embodiment of a steel-concrete hybrid PC column and a PC joint using a column plate and a beam plate according to the present invention in a construction sequence.

47 to 50, a beam filler plate (BPP) is installed between the column plate 700 and the beam plate 630, and between the column plate 700 and the beam plate 630 And the gap between the first electrode and the second electrode is adjusted.

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.

SL: Slot
CPP: Column filler plate
100: Top PC column
110: Upper column concrete
130: Upper pillar steel frame
150: Upper column rebar
170: Upper column plate
190: Column fixing bars
192: buried coupler
200: Lower PC column
210: Lower column concrete
230: Lower column steel frame
250: Lower column rebar
270: Lower column plate
300: Column steel connection plate
400: column sleeve
400`:
410: inlet
500: Bracket steel frame
510: Rectangular connecting angle
510`: web connection plate
510``: Connecting Angle
530: Lower connection plate
550: upper connection plate
600: PC Bo
610:
630:
650: Reinforced section reinforcement
700: column plate
710: Vertical guide
720: Horizontal guide

Claims (18)

delete delete delete delete delete delete An upper column concrete 110 protruding downward in the lower center of the upper pillar concrete 110 and an upper pillar reinforcement 150 protruding downward inside the lower corner of the upper pillar concrete 110. [ An upper PC column 100 including the upper PC column 100;
A lower column concrete 230 protruding upward in the upper center of the lower column concrete 210 and a lower column reinforcing 250 embedded vertically inside corners of the lower column concrete 210 A lower PC column 200 constituted by the lower PC column 200;
A column sleeve (400) vertically coupled to an upper end of the lower column reinforcing bar (250) and having an upper portion exposed upward inside an edge of the lower column concrete (210);
A columnar steel connection plate 300 fastened to a flange or web at the upper end of the lower columnar steel frame 230;
, ≪ / RTI >
When the upper PC column 100 is lifted and lowered,
The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300,
The lower end of the upper column reinforcing bar 150 is inserted into the upper portion of the column sleeve 400 and is fastened.
A bracket steel frame 500 having an upper flange, a web, and a lower flange is joined to the side of the upper pillar steel frame 130,
A lower connecting flange 530 is provided at a lower portion of the upper flange and a web connecting plate 510 'is provided at a side of the web. ) Is provided,
When the PC beam 600 protruded from the steel frame 610 composed of the upper flange, the web and the lower flange is lifted at the end,
The web of the bracket steel frame 500 and the web of the support frame 610 are formed in a shape corresponding to each other and are inclined from the top to the bottom to be perpendicular to each other and inclined from the bottom to the bottom, The lower flange of the beam steel frame 610 is not caught by the upper end of the web connection plate 510 'and the lower portion of the lower connection plate 530 is not caught by the lower connection plate 530 Is mounted on top of plate 530,
Since the upper connecting plate 550, which is a single member, is fastened to the upper portion of the lower flange of the bracket steel frame 500 and the upper portion of the lower flange of the steel frame 610,
The lower flange of the bracket steel frame 500 and the lower flange of the beam steel frame 610 are integrally joined at the upper and lower portions without being disconnected due to the upper connection plate 550 and the lower connection plate 530 Steel - Joint Connection Structure of Steel - Concrete Hybrid PC Columns and PC Beams Using Fixed Plates.
An upper column concrete 110 protruding downward in the lower center of the upper pillar concrete 110 and an upper pillar reinforcement 150 protruding downward inside the lower corner of the upper pillar concrete 110. [ An upper PC column 100 including the upper PC column 100;
A lower column concrete 230 protruding upward in the upper center of the lower column concrete 210 and a lower column reinforcing 250 embedded vertically inside corners of the lower column concrete 210 A lower PC column 200 constituted by the lower PC column 200;
A column sleeve (400) vertically coupled to an upper end of the lower column reinforcing bar (250) and having an upper portion exposed upward inside an edge of the lower column concrete (210);
A columnar steel connection plate 300 fastened to a flange or web at the upper end of the lower columnar steel frame 230;
, ≪ / RTI >
When the upper PC column 100 is lifted and lowered,
The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300,
The lower end of the upper pillar reinforcement 150 is inserted into the upper portion of the pillar sleeve 400 and is fastened.
An injection port 410 extending to the outer surface of the lower column concrete 210 is formed in the column sleeve 400,
A filler (not shown) is injected through the injection port 410,
Since the upper pillar reinforcement 150 and the pillar sleeve 400 are integrally combined,
And the upper pillar reinforcement 150 and the lower pillar reinforcement 250 are secured to each other by a rigid joint structure between the upper and lower PC columns.
A bracket steel frame 500 having an upper flange, a web, and a lower flange is joined to the side of the upper pillar steel frame 130,
A lower connecting flange 530 is provided at a lower portion of the upper flange and a web connecting plate 510 'is provided at a side of the web. ) Is provided,
When the PC beam 600 protruded from the steel frame 610 composed of the upper flange, the web and the lower flange is lifted at the end,
The web of the bracket steel frame 500 and the web of the support frame 610 are formed in a shape corresponding to each other and are inclined from the top to the bottom to be perpendicular to each other and inclined from the bottom to the bottom, The lower flange of the beam steel frame 610 is not caught by the upper end of the web connection plate 510 'and the lower portion of the lower connection plate 530 is not caught by the lower connection plate 530 Is mounted on top of plate 530,
Since the upper connecting plate 550, which is a single member, is fastened to the upper portion of the lower flange of the bracket steel frame 500 and the upper portion of the lower flange of the steel frame 610,
The lower flange of the bracket steel frame 500 and the lower flange of the beam steel frame 610 are integrally joined at the upper and lower portions without being disconnected due to the upper connection plate 550 and the lower connection plate 530 Steel - Joint Connection Structure of Steel - Concrete Hybrid PC Columns and PC Beams Using Fixed Plates.
The upper pillar concrete 110, the upper pillar steel frame 130 protruding downward at the center of the lower part of the upper pillar concrete 110 and the upper pillar reinforcement 150 vertically buried in the lower corner of the upper pillar concrete 110 An upper PC column 100 including the upper PC column 100;
A lower column concrete 230 protruding upward in the center of the upper part of the lower column concrete 210 and a lower column reinforcing part 250 protruding upward in a corner of the lower column concrete 210, A lower PC column 200 including the lower PC column 200;
A column sleeve (400) vertically coupled to a lower end of the upper column reinforcing bar (150) and having a lower end exposed downward inside corners of the upper column concrete (110);
A columnar steel connection plate 300 fastened to a flange or web at the upper end of the lower columnar steel frame 230;
, ≪ / RTI >
When the upper PC column 100 is lifted and lowered,
The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300,
The upper end of the lower column reinforcing bar 250 is inserted into the lower portion of the column sleeve 400 and is fastened.
A bracket steel frame 500 having an upper flange, a web, and a lower flange is joined to the side of the upper pillar steel frame 130,
A lower connecting flange 530 is provided at a lower portion of the upper flange and a web connecting plate 510 'is provided at a side of the web. ) Is provided,
When the PC beam 600 protruded from the steel frame 610 composed of the upper flange, the web and the lower flange is lifted at the end,
The web of the bracket steel frame 500 and the web of the support frame 610 are formed in a shape corresponding to each other and are inclined from the top to the bottom to be perpendicular to each other and inclined from the bottom to the bottom, The lower flange of the beam steel frame 610 is not caught by the upper end of the web connection plate 510 'and the lower portion of the lower connection plate 530 is not caught by the lower connection plate 530 Is mounted on top of plate 530,
Since the upper connecting plate 550, which is a single member, is fastened to the upper portion of the lower flange of the bracket steel frame 500 and the upper portion of the lower flange of the steel frame 610,
The lower flange of the bracket steel frame 500 and the lower flange of the beam steel frame 610 are integrally joined at the upper and lower portions without being disconnected due to the upper connection plate 550 and the lower connection plate 530 Steel - Joint Connection Structure of Steel - Concrete Hybrid PC Columns and PC Beams Using Fixed Plates.
The upper pillar concrete 110, the upper pillar steel frame 130 protruding downward at the center of the lower part of the upper pillar concrete 110 and the upper pillar reinforcement 150 vertically buried in the lower corner of the upper pillar concrete 110 An upper PC column 100 including the upper PC column 100;
A lower column concrete 230 protruding upward in the center of the upper part of the lower column concrete 210 and a lower column reinforcing part 250 protruding upward in a corner of the lower column concrete 210, A lower PC column 200 including the lower PC column 200;
A column sleeve (400) vertically coupled to a lower end of the upper column reinforcing bar (150) and having a lower end exposed downward inside corners of the upper column concrete (110);
A columnar steel connection plate 300 fastened to a flange or web at the upper end of the lower columnar steel frame 230;
, ≪ / RTI >
When the upper PC column 100 is lifted and lowered,
The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300,
The upper end of the lower column reinforcing bar 250 is inserted into the lower portion of the column sleeve 400 and is fastened.
An injection port 410 extending to the outer surface of the upper column concrete 110 is formed in the column sleeve 400,
A filler (not shown) is injected through the injection port 410,
Since the lower column reinforcing bar 250 and the column sleeve 400 are integrally combined,
Concrete hybrid structure between the upper and lower PC pillars, wherein the lower pillar reinforcement 250 and the upper pillar reinforcement 150 ensure structural integrity.
A bracket steel frame 500 having an upper flange, a web, and a lower flange is joined to the side of the upper pillar steel frame 130,
A lower connecting flange 530 is provided at a lower portion of the upper flange and a web connecting plate 510 'is provided at a side of the web. ) Is provided,
When the PC beam 600 protruded from the steel frame 610 composed of the upper flange, the web and the lower flange is lifted at the end,
The web of the bracket steel frame 500 and the web of the support frame 610 are formed in a shape corresponding to each other and are inclined from the top to the bottom to be perpendicular to each other and inclined from the bottom to the bottom, The lower flange of the beam steel frame 610 is not caught by the upper end of the web connection plate 510 'and the lower portion of the lower connection plate 530 is not caught by the lower connection plate 530 Is mounted on top of plate 530,
Since the upper connecting plate 550, which is a single member, is fastened to the upper portion of the lower flange of the bracket steel frame 500 and the upper portion of the lower flange of the steel frame 610,
The lower flange of the bracket steel frame 500 and the lower flange of the beam steel frame 610 are integrally joined at the upper and lower portions without being disconnected due to the upper connection plate 550 and the lower connection plate 530 Steel - Joint Connection Structure of Steel - Concrete Hybrid PC Columns and PC Beams Using Fixed Plates.
delete delete delete delete delete An upper column concrete 110 protruding downward in the lower center of the upper pillar concrete 110 and an upper pillar reinforcement 150 protruding downward inside the lower corner of the upper pillar concrete 110. [ An upper PC column 100 including the upper PC column 100;
A lower column concrete 210 protruding upward in the upper center of the lower column concrete 210 and a vertical column 230 rising upward vertically from the lower side inside the lower column concrete 210, A lower PC column 200 including a lower column reinforcing bar 250 protruding upward to form a part 400 ';
A columnar steel connection plate 300 fastened to a flange or web at the upper end of the lower columnar steel frame 230;
, ≪ / RTI >
When the upper PC column 100 is lifted and lowered,
The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300,
The lower end of the upper column reinforcing bar 150 is inserted into the upper portion of the inserting portion 400 'and is fastened.
A bracket steel frame 500 having an upper flange, a web, and a lower flange is joined to the side of the upper pillar steel frame 130,
A lower connecting flange 530 is provided at a lower portion of the upper flange and a web connecting plate 510 'is provided at a side of the web. ) Is provided,
When the PC beam 600 protruded from the steel frame 610 composed of the upper flange, the web and the lower flange is lifted at the end,
The web of the bracket steel frame 500 and the web of the support frame 610 are formed in a shape corresponding to each other and are inclined from the top to the bottom to be perpendicular to each other and inclined from the bottom to the bottom, The lower flange of the beam steel frame 610 is not caught by the upper end of the web connection plate 510 'and the lower portion of the lower connection plate 530 is not caught by the lower connection plate 530 Is mounted on top of plate 530,
Since the upper connecting plate 550, which is a single member, is fastened to the upper portion of the lower flange of the bracket steel frame 500 and the upper portion of the lower flange of the steel frame 610,
The lower flange of the bracket steel frame 500 and the lower flange of the beam steel frame 610 are integrally joined at the upper and lower portions without being disconnected due to the upper connection plate 550 and the lower connection plate 530 Steel - Joint Connection Structure of Steel - Concrete Hybrid PC Columns and PC Beams Using Fixed Plates.
An upper column concrete 110 protruding downward in the lower center of the upper pillar concrete 110 and an upper pillar reinforcement 150 protruding downward inside the lower corner of the upper pillar concrete 110. [ An upper PC column 100 including the upper PC column 100;
A lower column concrete 210 protruding upward in the upper center of the lower column concrete 210 and a vertical column 230 rising upward vertically from the lower side inside the lower column concrete 210, A lower PC column 200 including a lower column reinforcing bar 250 protruding upward to form a part 400 ';
A columnar steel connection plate 300 fastened to a flange or web at the upper end of the lower columnar steel frame 230;
, ≪ / RTI >
When the upper PC column 100 is lifted and lowered,
The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300,
The lower end of the upper column reinforcing bar 150 is inserted into the upper portion of the insertion portion 400 '
A filler (not shown) is injected into the insert 400 '
The present invention utilizes a steel-concrete hybrid upper and lower PC column-to-column rigid joint structure in which the upper column reinforcing bars 150 and the lower column reinforcing bars 250 are structurally integrated.
A bracket steel frame 500 having an upper flange, a web, and a lower flange is joined to the side of the upper pillar steel frame 130,
A lower connecting flange 530 is provided at a lower portion of the upper flange and a web connecting plate 510 'is provided at a side of the web. ) Is provided,
When the PC beam 600 protruded from the steel frame 610 composed of the upper flange, the web and the lower flange is lifted at the end,
The web of the bracket steel frame 500 and the web of the support frame 610 are formed in a shape corresponding to each other and are inclined from the top to the bottom to be perpendicular to each other and inclined from the bottom to the bottom, The lower flange of the beam steel frame 610 is not caught by the upper end of the web connection plate 510 'and the lower portion of the lower connection plate 530 is not caught by the lower connection plate 530 Is mounted on top of plate 530,
Since the upper connecting plate 550, which is a single member, is fastened to the upper portion of the lower flange of the bracket steel frame 500 and the upper portion of the lower flange of the steel frame 610,
The lower flange of the bracket steel frame 500 and the lower flange of the beam steel frame 610 are integrally joined at the upper and lower portions without being disconnected due to the upper connection plate 550 and the lower connection plate 530 Steel - Joint Connection Structure of Steel - Concrete Hybrid PC Columns and PC Beams Using Fixed Plates.
An upper column concrete 110 protruding downward in the lower center of the upper pillar concrete 110 and an upper pillar reinforcement 150 protruding downward inside the lower corner of the upper pillar concrete 110. [ An upper PC column 100 including the upper PC column 100;
A lower column concrete 230 protruding upward in the center of the upper part of the lower column concrete 210 and a lower column reinforcing part 250 protruding upward in a corner of the lower column concrete 210, A lower PC column 200 including the lower PC column 200;
A columnar steel connection plate 300 fastened to a flange or web at the upper end of the lower columnar steel frame 230;
, ≪ / RTI >
When the upper PC column 100 is lifted and lowered,
The flange or web at the lower end of the upper column steel frame 130 is fastened to the column steel connection plate 300,
And a lower end of the upper column reinforcing bar 150 and an upper end of the lower column reinforcing bar 250 are fastened by a coupler C. The reinforced concrete-
A bracket steel frame 500 having an upper flange, a web, and a lower flange is joined to the side of the upper pillar steel frame 130,
A lower connecting flange 530 is provided at a lower portion of the upper flange and a web connecting plate 510 'is provided at a side of the web. ) Is provided,
When the PC beam 600 protruded from the steel frame 610 composed of the upper flange, the web and the lower flange is lifted at the end,
The web of the bracket steel frame 500 and the web of the support frame 610 are formed in a shape corresponding to each other and are inclined from the top to the bottom to be perpendicular to each other and inclined from the bottom to the bottom, The lower flange of the beam steel frame 610 is not caught by the upper end of the web connection plate 510 'and the lower portion of the lower connection plate 530 is not caught by the lower connection plate 530 Is mounted on top of plate 530,
Since the upper connecting plate 550, which is a single member, is fastened to the upper portion of the lower flange of the bracket steel frame 500 and the upper portion of the lower flange of the steel frame 610,
The lower flange of the bracket steel frame 500 and the lower flange of the beam steel frame 610 are integrally joined at the upper and lower portions without being disconnected due to the upper connection plate 550 and the lower connection plate 530 Steel - Joint Connection Structure of Steel - Concrete Hybrid PC Columns and PC Beams Using Fixed Plates.

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