KR20170044241A - the rigid connection structure between precast concrete column and precast concrete beam using the permanent bracket installing precast concrete column - Google Patents
the rigid connection structure between precast concrete column and precast concrete beam using the permanent bracket installing precast concrete column Download PDFInfo
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- KR20170044241A KR20170044241A KR1020150143359A KR20150143359A KR20170044241A KR 20170044241 A KR20170044241 A KR 20170044241A KR 1020150143359 A KR1020150143359 A KR 1020150143359A KR 20150143359 A KR20150143359 A KR 20150143359A KR 20170044241 A KR20170044241 A KR 20170044241A
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- Prior art keywords
- column
- concrete
- reinforcing bar
- compensating
- permanent bracket
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
According to the present invention,
In the first step,
The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And
The PC column 100 is installed on the outer surface of the column concrete below the upper bipolar connection anchor rib 110 or on the outer surface of the column concrete below the upper bipod joint connecting anchor rib 110 in the PC column 100 A permanent bracket 300 installed horizontally on top of the plate 160;
, ≪ / RTI >
After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,
And the compensating part reinforcing bar 450 is reinforced at the other end of the compensating part end reinforcing bar 400. The present invention provides a rigid bonding structure of a PC column and a PC beam using a permanent bracket installed on a PC column.
In the second,
The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,
A PC column 100 including a coupler 150 embedded in the outer surface of the column concrete, and an upper bipolar coupler fixing rib 110 'fastened to one end of the coupler 150` and embedded in the column concrete.
A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And
A plate that is installed on the outer surface of the column concrete under the upper bobbin reinforcing connecting anchor rib 110 'in the PC column 200 or installed on the outer surface of the column concrete under the upper bobbin connecting anchor ribs in the PC column 200 160; < / RTI >
, ≪ / RTI >
After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,
One end of the compensating end portion reinforcing bar 400 is fastened to the other end of the coupler 150 '
And the compensating part reinforcing bar 450 is reinforced at the other end of the compensating part end reinforcing bar 400. The present invention provides a rigid bonding structure of a PC column and a PC beam using a permanent bracket installed on a PC column.
In the third,
The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And
The PC column 100 is installed on the outer surface of the column concrete below the upper bipolar connection anchor rib 110 or on the outer surface of the column concrete below the upper bipod joint connecting anchor rib 110 in the PC column 100 A permanent bracket 300 installed horizontally on top of the plate 160;
, ≪ / RTI >
After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,
And the compensating part reinforcement 450 is joined to the other end of the compensating part end reinforcement 400. In the strong jointing structure of the PC column and the PC beam using the permanent bracket installed on the PC column,
The coupler CP and the compensating end portion reinforcing bar 400 are omitted,
The upper reinforcing bar connecting anchor rib 110 is replaced with a compensating reinforcing steel connecting bar 112 protruding longer than the compensating end portion reinforcing bar 400,
The end of the PC beam 200 is mounted on the other end of the mounting fixture 300 'in which the permanent bracket 300 is extended,
And the compensating part reinforcing bar 450 is joined to the other end of the compensating part reinforcing steel reinforcing bar 112 by a reinforcing bar.
In the fourth,
The present invention relates to a method for joining a PC beam 200 to a vertically installed PC column 100 by fast and rigid joining,
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A column lower connection plate (CDP) installed at a lower end of the PC column 100;
A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And
A permanent bracket 300 installed at an upper portion of the column lower connecting plate CDP;
, ≪ / RTI >
After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,
And the compensating part reinforcing bar 450 is reinforced at the other end of the compensating part end reinforcing bar 400. The present invention provides a rigid bonding structure of a PC column and a PC beam using a permanent bracket installed on a PC column.
Description
The present invention relates to a method for improving the strength of a PC column and a PC beam using a permanent bracket installed on a PC column using a permanent bracket with increased workability installed on a PC column, Coupling structure.
In recent years, the use of PC (precast concrete) method has been increasing in order to secure workability and to save air.
Conventional PC method is mainly used for (1) simple installation of PC beams on PC columns, and (2) construction of PC columns and PC beams in one body.
(1) The method of simply mounting the PC beam on the PC column,
Although the air is somewhat reduced as one of the currently used methods, when a lateral force such as an earthquake acts, the column-to-beam connection is simply connected, and thus the moment can not be transmitted. Therefore, it is necessary to install a shear wall, brace, etc., which is a lateral reinforcement means, so that it is inevitable to increase the construction cost and air without meeting the merit of the PC method planned for air saving.
In addition, the collision with the crane caused by the collision of the PC with the PC mounted on the PC column may lead to the collapse of the column - beam connection due to the collapse of many PC members. Therefore, the use of high - rise structures is limited due to the possibility of structural instability in column - beam connections.
The above-mentioned (2) method of integrally installing the PC column -PC beam member,
The use of concrete in the large-scale logistics structures is limited due to the possibility of structural instability during the air delay and curing period due to concrete curing.
In order to solve the drawbacks of the conventional PC method,
Recently, the researchers of the "PC method of moment joint method" have been actively carried out, but it is difficult to use it widely, especially in high-rise structures due to various disadvantages such as complicated construction details, low economic efficiency and poor workability.
Therefore, the present inventor proposes a moment-resisting frame which can eliminate the installation of a lateral shear reinforcement such as an additional shear wall (formwork and wet construction method) or a brace while being dry type. Especially, if an inexperienced person learns a manual only by using a permanent bracket, We have come up with a PC construction method that can be applied quickly.
Disclosure of Invention Technical Problem [8] The present invention has been made in order to solve the above-mentioned problems of the related art,
The strength of the joint between the column and the beam is improved and the moment bonding method is implemented by the dry method. However, the rigid joint structure of the PC column and the PC beam using the permanent bracket installed on the PC column using the permanent bracket installed on the PC column, .
According to an aspect of the present invention,
In the first step,
The present invention relates to a method for joining a
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A
The
, ≪ / RTI >
After the end of the
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced
And the compensating
In the second,
The present invention relates to a method for joining a
A
A
A plate that is installed on the outer surface of the column concrete under the upper bobbin reinforcing connecting anchor rib 110 'in the
, ≪ / RTI >
After the end of the
One end of the compensating end
And the compensating
In the third,
The present invention relates to a method for joining a
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A
The
, ≪ / RTI >
After the end of the
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced
And the compensating
The coupler CP and the compensating end
The upper reinforcing bar connecting
The end of the
And the compensating
In the fourth,
The present invention relates to a method for joining a
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A column lower connection plate (CDP) installed at a lower end of the
A
A
, ≪ / RTI >
After the end of the
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced
And the compensating
According to the present invention, the moment joining method is implemented by the dry method by improving the joining portion between the column and the beam. However, the PC column and the PC beam using the permanent bracket installed on the PC column using the permanent bracket, Thereby providing a bonded joint structure.
1 is a view showing a PC column used in the first of the strong bonding structure of the PC column and the PC beam utilizing the permanent bracket installed on the PC column of the present invention.
2 is a view showing a PC beam used in a rigid joint structure of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
Figs. 3 to 15 show a sequence of construction of an interior pillar structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
16 is a cross-sectional view of a PC column of an interior column structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
17 is a view showing an inner column-structured upper bobbin-connecting anchor rib and a lower bobbin-reinforced connecting structure in which beams are connected on four sides in a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention It shows the arrangement of Anchor Riva.
FIG. 18 shows a permanent bracket and a plate of an interior column structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
19 shows an outer column structure in which beams are connected to three sides of a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
20 is an exploded perspective view of an upper pillar-reinforced anchor rib and a lower pillar-reinforced concrete connection in which a beam is connected to three sides of a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention It shows the arrangement of Anchor Riva.
FIG. 21 shows a corner post structure in which beams are connected to two orthogonal surfaces in a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
22 is a side view of a PC column and a PC beam using a permanent bracket installed on a PC column according to the present invention. It shows the arrangement of rebar connection anchor Riva.
23 shows a PC column of an interior column structure in which beams are connected on four sides in a second joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
Fig. 24 is a view showing an inner column-structured upper bobbin coupler fixing rib and a lower bobbin reinforcing coupler in which beams are connected on four sides in a second joint of a PC column and a PC beam using a permanent bracket provided on a PC column of the present invention; It shows the arrangement of the settlement rivers.
FIG. 25 illustrates a permanent bracket and a front plate in an interior pillar structure in which beams are connected to four sides in a second joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
Figs. 26 to 33 show a sequence of construction of an interior pillar structure in which beams are connected to four sides in a second joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention.
34 shows an outer column structure in which beams are connected to three sides of a second joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
Fig. 35 is an exploded perspective view showing an upper column of reinforced concrete coupler fixing ribs and a lower beam reinforcing coupler in which beams are connected on three sides in a second joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention; It shows the arrangement of the settlement rivers.
Fig. 36 shows a corner post structure in which beams are connected to two orthogonal surfaces in a second joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
FIG. 37 is a side elevation view of the upper bipolar coupler fixing ribs and the lower beams of a corner post structure in which beams are connected to two orthogonal surfaces in a second joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention It shows the arrangement of the reinforcing coupler fixing ribs.
38 shows a PC column of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
FIG. 39 is a cross-sectional view of a PC column of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
40 is a view showing an example of an inner column structure reinforcing steel reinforcing bar and a reinforcing steel reinforcing steel reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete pipe reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete In FIG.
FIG. 41 shows a permanent bracket, a plate, and a front plate of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention .
42 to 50 illustrate an order of construction of an interior pillar structure in which beams are connected to four sides in a third joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention.
51 shows an outer column structure in which beams are connected to three sides of a third joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
52 is a view showing an example of an outer column reinforcing reinforcing steel reinforcing bar and a reinforcing steel reinforcing steel reinforced reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete pipe reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete In FIG.
FIG. 53 shows a corner post structure in which beams are connected to two orthogonal surfaces in a third joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
54 is a perspective view of a compensating portion reinforcing steel reinforcing bar and a reinforcing steel reinforcing steel reinforcing bar having a corner post structure in which beams are connected to two orthogonal surfaces in a third joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention; It shows the axes of the connecting bars.
55 to 56 are views showing the connection structure between the
57 is a view showing a connection structure of the
58 shows the connection structure between the
59 to 62 illustrate a construction method of a connection structure of the
63 is a cross-sectional view showing the connection structure between the
Figs. 64 to 71 show the construction methods using Fig. 63 in order.
72 is a cross-sectional view of a PC column and a PC column of an interior column structure in which beams are connected to four sides using the first to third aspects in a fourth joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention; Sectional view.
73 to 81 show a construction method of an interior pillar structure in which beams are connected to four sides of a fourth joint of a PC joint and a PC joint using a permanent bracket installed on a PC column according to the present invention, .
82 to 88 show a method of constructing an exterior column structure in which beams are connected to three sides of a fourth joint of a PC joint and a PC joint using a permanent bracket installed on a PC column according to the present invention, .
89 to 98 illustrate a construction method of a corner post structure in which a beam is connected to two sides of a fourth joint of a PC joint and a PC joint using a permanent bracket installed on a PC column according to the present invention, .
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
(1), (2), (3), (3), and (4) of the PC bulletin board and the PC beam using the permanent bracket provided on the PC column of the present invention. ) In the fourth section,
In detail, 1) interior pillars, 2) exterior pillars, and 3) corner pillars.
The
The stud bolt (140)
May be embedded in the column concrete, joined to the
However,
In order to prevent interference with the
1) The
2) As shown in the drawings, the
Ⅰ. 1st plan
1 is a view showing a PC column used in the first of the strong bonding structure of the PC column and the PC beam utilizing the permanent bracket installed on the PC column of the present invention.
2 is a view showing a PC beam used in a rigid joint structure of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
Figs. 3 to 15 show a sequence of construction of an interior pillar structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
16 is a cross-sectional view of a PC column of an interior column structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
17 is a view showing an inner column-structured upper bobbin-connecting anchor rib and a lower bobbin-reinforced connecting structure in which beams are connected on four sides in a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention It shows the arrangement of Anchor Riva.
FIG. 18 shows a permanent bracket and a plate of an interior column structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
The first proposal of the rigid joint structure of the PC column and the PC beam utilizing the permanent bracket provided on the PC column of the present invention,
The present invention relates to a method for joining a
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A
As shown in FIG. 1 (a), the
, ≪ / RTI >
After the end of the
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced
And the compensating
17,
A lower bobbin-reinforced
One end of a coupler CP is fastened to a protruding portion of the lower reinforcing bar connecting
It is preferable that the
The present invention is characterized in that a
One end of a deck plate (DP) is mounted on an end of the upper part of the beam concrete (210)
The slab concrete (SC) is laid on the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450) are laid on the top of the deck plate (DP).
As shown in Figure 2,
At the upper end of the
A
And one end of the deck plate DP is mounted on the deck
And,
The
A
Also,
The
One end of the
The
An
The
(1) interior columns
1 is a view showing a PC column used in the first of the strong bonding structure of the PC column and the PC beam utilizing the permanent bracket installed on the PC column of the present invention.
2 is a view showing a PC beam used in a rigid joint structure of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
Figs. 3 to 15 show a sequence of construction of an interior pillar structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
16 is a cross-sectional view of a PC column of an interior column structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
17 is a view showing an inner column-structured upper bobbin-connecting anchor rib and a lower bobbin-reinforced connecting structure in which beams are connected on four sides in a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention It shows the arrangement of Anchor Riva.
FIG. 18 shows a permanent bracket and a plate of an interior column structure in which beams are connected to four sides of a first joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
The inner column structure in which beams are connected to four sides of the first joint of the PC column and the PC beam using the permanent bracket installed on the PC column of the present invention,
In order to install four
Wherein a plurality of the upper bobbin-reinforced
And a plurality of the lower reinforcing bar connecting
(2) Exterior column
19 shows an outer column structure in which beams are connected to three sides of a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
20 is an exploded perspective view of an upper pillar-reinforced anchor rib and a lower pillar-reinforced concrete connection in which a beam is connected to three sides of a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention It shows the arrangement of Anchor Riva.
The outer column structure in which beams are connected to three sides of the first joint of the PC column and the PC beam using the permanent bracket provided on the PC column of the present invention,
20,
In order to install the three
A plurality of the upper bobbin-reinforced
A dead anchor DA having an enlarged head shape may be installed at the other end of the upper bobbin connecting
And,
A plurality of the lower reinforcing bar connecting
And a plurality of the lower reinforcing bar connecting
(3) Corner column
FIG. 21 shows a corner post structure in which beams are connected to two orthogonal surfaces in a first joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
22 is a side view of a PC column and a PC beam using a permanent bracket installed on a PC column according to the present invention. It shows the arrangement of rebar connection anchor Riva.
The corner post structure in which the beam is connected to two orthogonal surfaces of the first and second rigid joint structures of the PC column and the PC beam utilizing the permanent bracket provided on the PC column of the present invention,
As shown in Figs. 21 to 22,
In order to install two
A plurality of the upper bobbin-reinforced
A dead anchor DA having an enlarged head shape may be installed at the other end of the upper bobbin connecting
And,
In order to install two
A plurality of the lower reinforcing bar connecting
And a plurality of the lower reinforcing bar connecting
18,
An anchor A is attached to the back of the
And the anchor (A) is embedded in the column concrete to be fixed.
Ⅱ. Second eye
23 shows a PC column of an interior column structure in which beams are connected on four sides in a second joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
Fig. 24 is a view showing an inner column-structured upper bobbin coupler fixing rib and a lower bobbin reinforcing coupler in which beams are connected on four sides in a second joint of a PC column and a PC beam using a permanent bracket provided on a PC column of the present invention; It shows the arrangement of the settlement rivers.
FIG. 25 illustrates a permanent bracket and a front plate in an interior pillar structure in which beams are connected to four sides in a second joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
Figs. 26 to 33 show a sequence of construction of an interior pillar structure in which beams are connected to four sides in a second joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention.
The second proposal of the rigid joint structure of the PC column and the PC beam utilizing the permanent bracket provided on the PC column of the present invention is as follows.
23,
The present invention relates to a method for joining a
A
A
The
, ≪ / RTI >
After the end of the
One end of the compensating end
And the compensating
The
24,
Is installed below the upper bipolar coupler fixing rib 110 '
A coupler 150 'embedded in the outer surface of the column concrete; And
A lower bobbin coupler fixing lever 120 'fastened to one end of the coupler 150' and embedded in the column concrete;
Lt; / RTI >
And one end of the beam lower reinforcing
And,
A
One end of a deck plate (DP) is mounted on an end of the upper part of the beam concrete (210)
The slab concrete (SC) is laid on the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450) are laid on the top of the deck plate (DP).
As shown in Figure 2,
At the upper end of the
A
And one end of the deck plate DP is mounted on the deck
And,
The
Also,
A
In the
The
One end of the
The
As shown in Fig. 23 (a)
The
And one end of the compensating end
(1) interior columns
23 shows a PC column of an interior column structure in which beams are connected on four sides in a second joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
Fig. 24 is a view showing an inner column-structured upper bobbin coupler fixing rib and a lower bobbin reinforcing coupler in which beams are connected on four sides in a second joint of a PC column and a PC beam using a permanent bracket provided on a PC column of the present invention; It shows the arrangement of the settlement rivers.
FIG. 25 illustrates a permanent bracket and a front plate in an interior pillar structure in which beams are connected to four sides in a second joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
Figs. 26 to 33 show a sequence of construction of an interior pillar structure in which beams are connected to four sides in a second joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention.
The inner column structure in which beams are connected to four sides of the second joint of the PC column and the PC beam using the permanent bracket installed on the PC column of the present invention,
As shown in Figures 23 to 24,
In order to install four
And a plurality of the upper reinforcing bar connecting anchor ribs 110 'in the column concrete cross each other at a different level difference.
And,
In order to install four
In the column concrete, a plurality of lower reinforcing bar connecting anchor ribs 120 'cross each other at different levels,
A plurality of the lower reinforcing bar connecting anchor ribs 120 'are installed at the same level in the column concrete.
As shown in Figure 2,
An
The
(2) Exterior column
34 shows an outer column structure in which beams are connected to three sides of a second joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
Fig. 35 is an exploded perspective view showing an upper column of reinforced concrete coupler fixing ribs and a lower beam reinforcing coupler in which beams are connected on three sides in a second joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention; It shows the arrangement of the settlement rivers.
The outer column structure in which the beams are connected to the three sides of the second joint of the PC column and the PC beam using the permanent bracket installed on the PC column of the present invention,
34 As shown in Fig. 35,
In order to install the three
A plurality of the upper bobbin-reinforced anchor ribs 110 'cross each other at different level differences within the column concrete,
A dead anchor DA having an enlarged head shape may be installed at the other end of the upper beam connecting anchor rib 110 'to one side of the
And,
In order to install the three
In the column concrete, a plurality of lower reinforcing bar connecting anchor ribs 120 'cross each other at different levels,
A plurality of the lower reinforcing bar connecting anchor ribs 120 'are installed at the same level in the column concrete.
Fig. 36 shows a corner post structure in which beams are connected to two orthogonal surfaces in a second joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
FIG. 37 is a side elevation view of the upper bipolar coupler fixing ribs and the lower beams of a corner post structure in which beams are connected to two orthogonal surfaces in a second joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention It shows the arrangement of the reinforcing coupler fixing ribs.
(3) Corner column
The corner post structure in which the beams are connected to two orthogonal surfaces in the second joint of the PC joint and the PC joint using the permanent bracket provided on the PC column of the present invention,
In order to install two
A plurality of the upper bobbin-reinforced anchor ribs 110 'cross each other at different level differences within the column concrete,
A dead anchor DA having an enlarged head shape may be installed at the other end of the upper beam connecting anchor rib 110 'to one side of the
And,
3. The method of
In order to install two
In the column concrete, a plurality of lower reinforcing bar connecting anchor ribs 120 'cross each other at different levels,
A plurality of the lower reinforcing bar connecting anchor ribs 120 'are installed at the same level in the column concrete.
25,
An anchor A is attached to the back of the
And the anchor (A) is embedded in the column concrete to be fixed.
Ⅲ. Third Plan
38 shows a PC column of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
FIG. 39 is a cross-sectional view of a PC column of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
40 is a view showing an example of an inner column structure reinforcing steel reinforcing bar and a reinforcing steel reinforcing steel reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete pipe reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete In FIG.
FIG. 41 shows a permanent bracket, a plate, and a front plate of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention .
42 to 50 illustrate an order of construction of an interior pillar structure in which beams are connected to four sides in a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
A third proposal of the strong bonding structure of the PC column and the PC beam using the permanent bracket provided on the PC column of the present invention is shown in Fig.
The present invention relates to a method for joining a
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A
The
, ≪ / RTI >
After the end of the
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced
And the compensating
The coupler CP and the compensating end
The upper reinforcing bar connecting
The end of the
And the compensating
The
40,
A beam lower reinforcing
And the reinforcement of the beam lower reinforcing
The stationary bracket 300 'is extended from the
A
One end of a deck plate (DP) is mounted on an end of the upper part of the beam concrete (210)
The slab concrete (SC) is laid on the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450) are laid on the top of the deck plate (DP).
And,
At the upper end of the
A
One end of the deck plate (DP) is mounted on the deck plate mounting base (280)
The
Also,
A
In the present invention, the
The
One end of the
The
And
In the
A straight stub 270 ', which is unfurled and unfolded, is added,
The
And the upper end of the straight stub 270 'is bent after the compensating portion reinforcing
(1) interior columns
38 shows a PC column of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
FIG. 39 is a cross-sectional view of a PC column of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
40 is a view showing an example of an inner column structure reinforcing steel reinforcing bar and a reinforcing steel reinforcing steel reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete pipe reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete In FIG.
FIG. 41 shows a permanent bracket, a plate, and a front plate of an interior column structure in which beams are connected to four sides of a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention .
42 to 50 illustrate an order of construction of an interior pillar structure in which beams are connected to four sides in a third joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention.
The inner column structure in which beams are connected to the four sides of the third joint of the PC column and the PC beam using the permanent bracket provided on the PC column of the present invention,
In order to install four
A plurality of compensating part reinforcing bars connecting reinforcing
One end of the compensating part reinforcing
A face plate 160 'having a shape in which the
And, as shown in FIG. 40,
In order to install four
In the column concrete, a plurality of the lower reinforcing
And a plurality of the lower reinforcing
The present invention, as shown in Figure 2,
In order to prevent breakage of the bottom portion of the end portion of the
The
(2) Exterior column
51 shows an outer column structure in which beams are connected to three sides of a third joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
52 is a view showing an example of an outer column reinforcing reinforcing steel reinforcing bar and a reinforcing steel reinforcing steel reinforced reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete pipe reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete reinforced concrete In FIG.
The outer column structure in which the beams are connected to the three sides of the third joint of the PC column and the PC beam using the permanent bracket provided on the PC column of the present invention,
As shown in Figs. 51 to 52,
In order to install the three
And a plurality of compensating part reinforcing
And,
On one side of the
A dead-head dead anchor DA is provided at the other end of the compensating portion reinforcing
(3) Corner column
FIG. 53 shows a corner post structure in which beams are connected to two orthogonal surfaces in a third joint of a PC column and a PC beam using a permanent bracket installed on a PC column of the present invention.
54 is a perspective view of a compensating portion reinforcing steel reinforcing bar and a reinforcing steel reinforcing steel reinforcing bar having a corner post structure in which beams are connected to two orthogonal surfaces in a third joint of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention; It shows the axes of the connecting bars.
As shown in FIGS. 53 to 54, a corner post structure in which a beam is connected to two orthogonal surfaces of a rigid joint structure of a PC column and a PC beam utilizing a permanent bracket installed on a PC column of the present invention,
In order to install two
And a plurality of compensating part reinforcing
On one side of the
A dead-head dead anchor DA is provided at the other end of the compensating portion reinforcing
IV. Fourth eye
72 is a cross-sectional view of a PC column and a PC column of an interior column structure in which beams are connected to four sides using the first to third aspects in a fourth joint of a PC column and a PC beam using a permanent bracket installed on the PC column of the present invention; Sectional view.
73 to 81 show a construction method of an interior pillar structure in which beams are connected to four sides of a fourth joint of a PC joint and a PC joint using a permanent bracket installed on a PC column according to the present invention, .
The fourth proposal of the rigid joint structure of the PC column and the PC beam utilizing the permanent bracket provided on the PC column of the present invention is as follows.
As shown in Fig. 72 (a) or 73 to 81,
Similar to the first embodiment described above,
The present invention relates to a method for joining a
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A column lower connection plate (CDP) installed at a lower end of the
A
A
, ≪ / RTI >
After the end of the
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced
And the compensating
And,
A lower bobbin-reinforced
One end of a coupler CP is fastened to a protruding portion of the lower reinforcing bar connecting
Further, the upper reinforcing
A coupler 150 'embedded in the outer surface of the column concrete; And
A lower bobbin coupler fixing lever 120 'fastened to one end of the coupler 150' and embedded in the column concrete;
Lt; / RTI >
And one end of the beam lower reinforcing
The
78,
A
One end of a deck plate (DP) is mounted on an end of the upper part of the beam concrete (210)
The slab concrete (SC) is laid on the upper portion of the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450)
A
55 to 56 are views showing the connection structure between the
57 is a view showing a connection structure of the
58 shows the connection structure between the
59 to 62 illustrate a construction method of a connection structure of the
63 is a cross-sectional view showing the connection structure between the
Figs. 64 to 71 show the construction methods using Fig. 63 in order.
As shown in FIG. 58,
The
The column lower connecting plate CDP and the column upper connecting plate CUP at the upper end of the
A hole is formed in the column lower connection plate CDP and the column upper connection plate CUP in order to accommodate the projected nuts to the column lower connection plate CDP and the column upper connection plate CUP for fixing the column main rods. Or,
As shown in FIG. 57, a filler plate (PP) having a hole formed therein for receiving together the projections of the column lower connection plate (CDP) and the column upper connection plate (CUP) And is installed between the column lower connection plate (CDP) and the column upper connection plate (CUP).
The present invention, as shown in Figures 55 to 56,
The
Holes are separately formed in the filler plate PP to receive a nut for fixing the columnar root of the
63 to 71 illustrate an embodiment in which there is no filler plate PP but an internal bolt (IR)
An inner bolt (IB) inserted into the column upper connecting plate (CUP) and protruding upward is further added,
The protruding portion of the inner bolt IB is installed at the portion where the protruding portion of the inner bolt IB protrudes through the column lower connection plate CDP to prevent the column concrete from being filled,
The protruding portion of the inner bolt IB is fixed by the nut through the column lower connection plate CDP after removing the
The contact surface between the column upper connection plate CUP and the column lower connection plate CDP is prevented from being separated from each other to transmit the vertical load and the displacement generated in the column plate due to the column load is reduced .
63 to 71 illustrate an embodiment in which there is a filler plate PP and also an internal bolt (IR)
An inner bolt (IB) inserted into the column upper connecting plate (CUP) and protruding upward is further added,
The protruding portion of the inner bolt IB is installed at the portion where the protruding portion of the inner bolt IB protrudes through the column lower connection plate CDP to prevent the column concrete from being filled,
The protruding portion of the inner bolt IB is fixed by a nut through the filler plate PP and the column lower connection plate CDP after removing the aspirating
The contact surface between the column upper connection plate CUP and the column lower connection plate CDP is prevented from being separated from each other to transmit the vertical load and the displacement generated in the column plate due to the column load is reduced .
Referring to the embodiment in which there is no filler plate PP in FIG. 73 but a rib R instead of the inner bolt IR,
A protruding rib (R) is added to at least one of the upper surface of the column upper connecting plate (CUP) and the lower surface of the column lower connecting plate (CDP)
The rib R prevents the contact surface between the column upper connecting plate CUP and the lower column lower connecting plate CDP from being distanced to transmit the vertical load and at the same time the displacement generated in the column plate due to the column load .
Describing an embodiment in which the filler plate PP is shown in Figure 73 and the ribs R are provided instead of the inner bolts IR,
A protruding rib (R) is added to at least one of the upper surface of the column upper connecting plate (CUP) and the lower surface of the column lower connecting plate (CDP)
The rib R prevents the contact surface between the column upper connecting plate CUP, the filler plate PP and the column lower connecting plate CDP from being separated from each other, thereby transmitting the vertical load, And the displacement generated in the column plate is reduced.
82 to 88 show a method of constructing an exterior column structure in which beams are connected to three sides of a fourth joint of a PC joint and a PC joint using a permanent bracket installed on a PC column according to the present invention, .
89 to 98 illustrate a construction method of a corner post structure in which a beam is connected to two sides of a fourth joint of a PC joint and a PC joint using a permanent bracket installed on a PC column according to the present invention, .
As shown in Figures 82-88,
The present invention is similar to the second embodiment described above,
The present invention relates to a method for joining a
A
A column lower connection plate (CDP) installed at a lower end of the
A
A
, ≪ / RTI >
After the end of the
One end of the compensating end
And the compensating
The present invention, as shown in Figures 85 to 86,
A
31, one end of a deck plate DP is mounted on an end portion of the
The slab concrete (SC) is laid on the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450) are laid on the top of the deck plate (DP).
A
As shown in Figures 89 to 98,
The present invention is similar to the third aspect described above,
The present invention relates to a method for joining a
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A column lower connection plate (CDP) installed at a lower end of the
A
And a permanent bracket (300) installed on the upper part of the column lower connection plate (CDP)
After the end of the
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced
And the compensating
The coupler CP and the compensating end
The upper reinforcing bar connecting
The end of the
And the compensating
And a beam lower reinforcing
And the reinforcement of the beam lower reinforcing
In addition, the stationary brackets 300 'are extended from the
The present invention is characterized in that a
One end of a deck plate (DP) is mounted on an end of the upper part of the beam concrete (210)
The slab concrete (SC) is laid on the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450) are laid on the top of the deck plate (DP).
The
As a result, according to the present invention, the moment connection method is implemented by the dry method by improving the connection between the column and the beam, and the PC column and the PC using the permanent bracket installed on the PC column using the permanent bracket, Lt; RTI ID = 0.0 > bonding < / RTI >
While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed embodiments, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the invention.
It is therefore intended that the appended claims cover such modifications and variations as fall within the true scope of the invention.
DA: dead anchor
G: Spacing
SC: Slab Concrete
DP: Deck plate
CP: Coupler
B: Bolt
CDP: Column lower connection plate
CUP: Column top connection plate
PP: filler plate
100: PC pole
110: Upper bobbin connection anchor Riba
110`: Upper bobbins coupler settled by Riba
110``, 110```: vertical fixing unit
112: Reinforcing section Reinforcing steel bars
112 ': vertical fixing unit
120: Lower bobbin connection anchor RIVA
120`: Lower bobbin reinforced coupler Riba
122: Reinforced steel reinforcement
150, 150`: Coupler
160: Plate
160`: Front plate
200: PC Bo
210: beam concrete
230: slab concrete cast part
250: Beam anchor bolt
270: Sutup
280: Deck plate holder
290: Angle plate
295: Anchor plate anchor
300: Permanent bracket
300`: Mounting supplementary book
320: step
400: Compensation end reinforcement
450: Reinforcing section reinforcing bar
500: Beam bottom reinforcement
600: side board
1100: Lower column
Claims (18)
A PC column (100) including an upper rebar connecting anchor rib (110) protruding from an outer surface of a column concrete;
A PC beam 200 opened at the top so as to form a slab concrete poured portion 230 therein and including a beam concrete 210; And
The PC column 100 is installed on the outer surface of the column concrete below the upper bipolar connection anchor rib 110 or on the outer surface of the column concrete below the upper bipod joint connecting anchor rib 110 in the PC column 100 A permanent bracket 300 installed horizontally on top of the plate 160;
, ≪ / RTI >
After the end of the PC beam 200 is mounted on the other end of the permanent bracket 300,
One end of a coupler CP is fastened to a protrusion of the upper bobbin-reinforced anchor rib 110, one end of a compensating end-portion reinforcing bar 400 is fastened to the other end of the coupler CP,
And the compensating part reinforcement 450 is joined to the other end of the compensating part end reinforcement 400. In the strong jointing structure of the PC column and the PC beam using the permanent bracket installed on the PC column,
The coupler CP and the compensating end portion reinforcing bar 400 are omitted,
The upper reinforcing bar connecting anchor rib 110 is replaced with a compensating reinforcing steel connecting bar 112 protruding longer than the compensating end portion reinforcing bar 400,
The end of the PC beam 200 is mounted on the other end of the mounting fixture 300 'in which the permanent bracket 300 is extended,
And the compensating part reinforcing bar (450) is joined to the other end of the compensating part reinforcing steel connecting rod (112) by a reinforcing bar.
A beam lower reinforcing steel reinforcing bar 122 protruding from the outer surface of the column concrete is added to the reinforcing steel reinforcing steel reinforcing bar 112,
And the reinforcing bars (500) are joined to the other ends of the beam lower reinforcing bars (122). The rigid joining structure of the PC columns and the PC beams using the permanent brackets provided on the PC columns.
Characterized in that the stationary bracket (300 ') is extended from the permanent bracket (300) by extending means including a sliding type or a folding type. The PC Steel jointed structure of columns and PC beams.
A side board 600 is installed between the side end of the PC beam 200 and the outer surface of the column concrete,
One end of a deck plate (DP) is mounted on an end of the upper part of the beam concrete (210)
Wherein a slab concrete (SC) is laid on the upper portion of the deck plate (DP), and the compensating end portion reinforcing bar (400) and the compensating portion reinforcing bar (450) are embedded. Steel Joint Connection Structure of PC Column and PC Beam.
At the upper end of the beam concrete 210,
A deck plate rest 280 is provided continuously or intermittently,
Wherein one end of the deck plate (DP) is mounted on the deck plate rest unit (280), and the PC column and the PC beam are rigidly coupled to each other using the permanent bracket provided on the PC column.
The deck plate holder (280) is spaced apart from a side end of the PC beam (200) by an interval (G) to secure a working space for sliding the side board (600) Steel Joint Connection Structure of PC Column and PC Beam Using Permanent Brackets.
A step 320 protruding perpendicularly to both ends is formed on the upper portion of the permanent bracket 300 so that the step 320 serves as a guide when sliding the side board 600, And the lower end of the PC column and the PC beam using the permanent bracket installed on the PC column.
In the PC beam 200,
The anchor bolt 250 and the stirrer 270,
One end of the beam anchor bolt 250 is embedded in the beam concrete 210 and the other end thereof is exposed to the slab concrete installation portion 230,
Wherein the stirrer (270) is exposed above the beam concrete (210) to guide the compensating part reinforcing bars (450). The rigid jointing structure of the PC column and the PC beam using the permanent bracket provided on the PC column.
In the PC beam 200,
A straight stub 270 ', which is unfurled and unfolded, is added,
The linear stub 270 is exposed on the upper portion of the beam concrete 210 so that interference does not occur when the compensating part reinforcing steel reinforcing bar 112 approaches from above,
And the upper end of the rectilinear stirrup (270 ') is bent after installing the compensating part reinforcing steel connecting rod (112). The rigid connecting structure of the PC column and the PC beam using the permanent bracket provided on the PC column.
In order to install four PC beams 200 on four sides of the PC column 100,
A plurality of compensating part reinforcing bars connecting reinforcing bars 112 intersect with each other at a level difference within the column concrete,
One end of the compensating part reinforcing steel reinforcing bar 112 is fastened to a coupler 150 'embedded in the outer surface of the pillar concrete so that there is no protrusion on one surface of the PC column 100,
A face plate 160 'having a shape in which the plate 160 extends upward is installed on the outer surface of the column concrete on one side of the PC column 100 without protrusions, And the other end of the coupler (150 ') is exposed. The rigid joint structure of the PC column and the PC beam using the permanent bracket provided on the PC column.
In order to install four PC beams 200 on four sides of the PC column 100,
In the column concrete, a plurality of the lower reinforcing bar reinforcing bars 122 cross each other at different levels,
Wherein a plurality of the lower reinforcing bar connecting reinforcing bars (122) are installed at the same level in the column concrete, so that the reinforcing bars (122) are installed at the same level.
In order to install four PC beams 200 on four sides of the PC column 100,
In the column concrete, a plurality of the lower reinforcing bar reinforcing bars 122 cross each other at different levels,
Wherein a plurality of the lower reinforcing bar connecting reinforcing bars (122) are installed at the same level in the column concrete, so that the reinforcing bars (122) are installed at the same level.
In order to prevent breakage of the bottom portion of the end portion of the beam concrete 210 when the bottom portion of the beam concrete 210 is in contact with the bottom portion 300 'of the beam, an angle plate 290 ) Is installed between the PC column and the PC beam using the permanent bracket installed on the PC column.
Wherein the angle plate (290) is installed on the beam concrete (210) through an angle plate fixing anchor (295). The rigid joining structure of the PC column and the PC beam using the permanent bracket provided on the PC column.
In order to install the three PC beams 200 on three sides of the PC column 100,
Wherein a plurality of compensating part reinforcing steel reinforcing bars (112) intersect with each other at a level difference in the column concrete, wherein the reinforcing reinforcing steel reinforcing bars (112) intersect with each other at a different level difference.
On one side of the PC column 100 where the PC beam 200 is not installed,
A dead-head dead anchor DA is provided at the other end of the compensating portion reinforcing steel reinforcing bar 112 embedded in the column concrete or the other end of the compensating reinforcing reinforcing steel reinforcing bar 112 is bent to form a vertical fixing portion 112 ') of the PC column and the PC beam using the permanent bracket installed on the PC column.
In order to install two PC beams 200 on two sides of the PC column 100 perpendicular to each other,
Wherein a plurality of compensating part reinforcing steel reinforcing bars (112) intersect with each other at a level difference in the column concrete, wherein the reinforcing reinforcing steel reinforcing bars (112) intersect with each other at a different level difference.
On one side of the PC column 100 where the PC beam 200 is not installed,
A dead-head dead anchor DA is provided at the other end of the compensating portion reinforcing steel reinforcing bar 112 embedded in the column concrete or the other end of the compensating reinforcing reinforcing steel reinforcing bar 112 is bent to form a vertical fixing portion 112 ') of the PC column and the PC beam using the permanent bracket installed on the PC column.
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Cited By (2)
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CN109653364A (en) * | 2019-02-25 | 2019-04-19 | 余杏花 | A kind of construction steel structure easy for installation |
CN116025060A (en) * | 2022-11-17 | 2023-04-28 | 龙信建设集团有限公司 | Assembled concrete frame with bolt prestress mixed connection and construction process thereof |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
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KR102011412B1 (en) * | 2017-09-06 | 2019-10-21 | 지에스건설 주식회사 | Joint for Precast Beam and Columns |
KR102493079B1 (en) | 2018-03-14 | 2023-01-31 | 삼성디스플레이 주식회사 | Display module and display device including the same |
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2015
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109653364A (en) * | 2019-02-25 | 2019-04-19 | 余杏花 | A kind of construction steel structure easy for installation |
CN116025060A (en) * | 2022-11-17 | 2023-04-28 | 龙信建设集团有限公司 | Assembled concrete frame with bolt prestress mixed connection and construction process thereof |
CN116025060B (en) * | 2022-11-17 | 2023-10-31 | 龙信建设集团有限公司 | Assembled concrete frame with bolt prestress mixed connection and construction process thereof |
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