KR101779399B1 - the hybrid precast concrete beam connecting structure for a horizontal extending a building and the construction method thereof - Google Patents
the hybrid precast concrete beam connecting structure for a horizontal extending a building and the construction method thereof Download PDFInfo
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- KR101779399B1 KR101779399B1 KR1020150164978A KR20150164978A KR101779399B1 KR 101779399 B1 KR101779399 B1 KR 101779399B1 KR 1020150164978 A KR1020150164978 A KR 1020150164978A KR 20150164978 A KR20150164978 A KR 20150164978A KR 101779399 B1 KR101779399 B1 KR 101779399B1
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- nut
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- 238000010276 construction Methods 0.000 title abstract description 30
- 239000011178 precast concrete Substances 0.000 title description 427
- 239000004567 concrete Substances 0.000 claims abstract description 118
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 46
- 239000010959 steel Substances 0.000 claims abstract description 46
- 238000001069 Raman spectroscopy Methods 0.000 claims abstract description 25
- 238000000034 method Methods 0.000 claims description 45
- 230000003014 reinforcing effect Effects 0.000 claims description 29
- 238000009434 installation Methods 0.000 claims description 8
- 239000000945 filler Substances 0.000 abstract description 51
- 238000010168 coupling process Methods 0.000 description 76
- 238000005859 coupling reaction Methods 0.000 description 76
- 230000008878 coupling Effects 0.000 description 75
- 238000006073 displacement reaction Methods 0.000 description 10
- 230000002787 reinforcement Effects 0.000 description 4
- 239000002131 composite material Substances 0.000 description 3
- 238000007634 remodeling Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000004088 simulation Methods 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 238000012916 structural analysis Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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
-
- E04B1/40—
Abstract
In order to solve the above-described problems, the present invention is for horizontally expanding an existing structure 1000 including a conventional wall W and a conventional slab S,
And a PC beam 200 to which a bottom plate 230 is coupled to one end of the U-shaped beam concrete,
And the lower end plate 230 is anchored at an intersection of the existing wall W and the existing slab S, so that a pin joining operation is performed. do.
And,
The upper end of the lower end plate 230 is bent to form a slab mounting plate 240,
Wherein the slab mounting plate (240) is anchored to the upper portion of the existing slab (S), and a construction method of the hybrid raman PC beam connection structure for horizontal expansion is provided.
together,
Shaped upper and lower column plates 1110 and 1120 are provided on the upper and lower sides, respectively, and are surrounded by a concrete having a cross-sectional shape, Two truncated PC columns 1100;
A cross-shaped cross-shaped filler plate 1400 provided between two cross-shaped PC columns 1100 vertically disposed on the upper and lower portions;
, ≪ / RTI >
The upper main shaft 1102 of the column of the cross-shaped PC column 1100 is bent and fastened to the column upper plate 1110 with a nut,
The lower main shaft 1104 of the column of the cross-shaped PC column 1100 is vertically fastened to the column lower plate 1120 with a nut,
And the nut of the column top plate 1110 and the nut of the column bottom plate 1120 are inserted into the nut holes of the cross-shaped pillow plate 1400 with a different center line from each other. Structure, a RC structure of wall PC column and PC beam using the structure.
Also,
Shaped upper and lower column plates 1110 and 1120 are provided on the upper and lower sides, respectively, and are surrounded by a concrete having a cross-section of a cross shape, and two vertically Shaped PC column 1100 spaced apart from the lower end of the concrete and the column lower plate 1120 and connected to the center by a horseshoe shaped steel frame 2100;
A column bracket 3000 installed on four surfaces of the truss-shaped step steel frame 2100;
A cross-shaped cross-shaped filler plate 1400 provided between two cross-shaped PC columns 1100 vertically disposed on the upper and lower portions;
, ≪ / RTI >
The upper main shaft 1102 of the column of the cross-shaped PC column 1100 is bent and fastened to the column upper plate 1110 with a nut,
The lower main shaft 1104 of the column of the cross-shaped PC column 1100 is vertically fastened to the column lower plate 1120 with a nut,
And the nut of the column top plate 1110 and the nut of the column bottom plate 1120 are inserted into the nut holes of the cross-shaped pillow plate 1400 with a different center line from each other. Structure, PCC column and PC beam using SRC.
Description
The present invention relates to a method of constructing a structure for connecting a wall and a slab of a building to a conventional structure by connecting a conventional wall and a slab to the existing structure using a hybrid rail PC beam, And the other end is connected to a hybrid raman PC beam connection structure for horizontal expansion connected by moment joints and a construction method thereof.
Another aspect of the present invention is to improve the joint between the PC column and the PC beam to realize the moment bonding method by the dry method. In particular, the upper and lower wall type PC column interconnection structure utilizing the mounting bracket mounted on the PC column of the wall type, And a RC or SRC coupling structure of the PC type PC board and the PC board using the same.
In the remodeling process of the building, horizontal expansion is frequent in addition to vertical expansion.
In the case of the conventional horizontal enlargement, most of the existing wall and slab are formed by a wet method by partially or completely removing the enlarged surface or extending the existing wall and slab.
In this case, it is pointed out that the construction period and the construction cost increase as well as the excessive waste material occurrence, and the predetermined construction quality can not be maintained in the case of non-skilled workers.
In addition, the floor height of the conventional wall-mounted apartment is small, so that it is not possible to cope with the existing slab dancing when the horizontal extension is performed with the ramenton. However, since the hybrid self-positioning connection structure of columns and beams for horizontal expansion is composed of a hybrid member of steel and PC concrete, the floor height can be reduced, and horizontal enlargement can be made so that the slab of the existing building can correspond to the floor. In addition, we propose a dry method to overcome the problems of existing wet method.
Accordingly, the present inventors have found that, in the process of building expansion or remodeling, a frame of a part to be horizontally expanded without changing the existing wall and slab is connected to an existing structure by using a hybrid rail PC beam, Has developed a hybrid RC frame connection structure and its construction method for horizontal expansion connected by moment joints.
In recent years, the use of PC (precast concrete) method has been increasing to secure the workability and to save air.
Conventional PC method is mainly used for (1) simple installation of PC beams on PC columns, and (2) construction of PC columns and PC beams in one body.
(1) The method of simply mounting the PC beam on the PC column,
Although the air is somewhat reduced as one of the currently used methods, when a lateral force such as an earthquake acts, the column-to-beam connection is simply connected, and the moment can not be transmitted. Therefore, it is necessary to install a shear wall, brace, etc., which is a lateral reinforcement means, so that it is inevitable to increase the construction cost and air without meeting the merit of the PC method planned for air saving.
In addition, the collision with the crane caused by the collision of the PC with the PC mounted on the PC column may lead to the collapse of the column - beam connection due to the collapse of many PC members. Therefore, the use of high - rise structures is limited due to the possibility of structural instability in column - beam connections.
The above-mentioned (2) method of integrally installing the PC column -PC beam member,
The use of concrete in the large-scale logistics structures is limited due to the possibility of structural instability during the air delay and curing period due to concrete curing.
In order to solve the drawbacks of the conventional PC method,
Recently, the researchers of the "PC method of moment joint method" have been actively carried out, but it is difficult to use it widely, especially in high-rise structures due to various disadvantages such as complicated construction details, low economic efficiency and poor workability.
Also, it is true that the architectural planning using the existing rectangular frame of the square shape makes it difficult to construct the flat structure which is one of the advantages of the flat type wall house. Recently, it is widely known that some construction companies are making efforts to reshape the existing flat type apartment house despite the disadvantages of the use of form and frequent reconstruction. In order to meet the needs of this market, the synthetic ramen apartment developed through this patent was developed as a ramen precast frame which enables the structural planning to avoid the shape of the wall - like structure. Therefore, it is expected that it will be possible to supply eco - friendly, long - life precast rayman apartment houses with resource saving, sustainable, and economic efficiency while maintaining the advantages of the existing in - situ walled apartment complexes. In this study, we developed an inelastic and nonlinear finite element modeling technique for efficient structural design of composite PC structure system, and developed an animation technique to grasp structure history of structural frame at a glance. This method is expected to be applied not only to apartment houses but also to active applications such as domestic general construction, overseas construction, plant construction, and new expansion.
Therefore, the present inventor proposes a moment-resistant framework capable of eliminating the installation of a lateral shear reinforcement means such as an additional shear wall (formwork and wet construction method) or a brace in addition to a dry construction method. Particularly, , We have proposed RC / SRC coupling structure of wall PC column and PC beam by using the coupling structure of upper and lower wall PC columns.
SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned problems of the related art. The purpose is as follows.
The present invention relates to a method of constructing a structure for connecting a wall and a slab of a building to a conventional structure by connecting a conventional wall and a slab to the existing structure using a hybrid rail PC beam, And the other end is provided with a hybrid frame PC connection structure for horizontal extension connected by moment bonding and a construction method thereof.
Another aspect of the present invention is to improve the joint between the PC column and the PC beam to realize the moment bonding method by the dry method. In particular, the upper and lower wall type PC column interconnection structure utilizing the mounting bracket mounted on the PC column of the wall type, And to provide the RC or SRC coupling structure of the PC PC board and the wall PC using the same.
In order to solve the above-described problems, the present invention is for horizontally expanding an existing
And a
And the
And,
The upper end of the
Wherein the slab mounting plate (240) is anchored to the upper portion of the existing slab (S), and a construction method of the hybrid raman PC beam connection structure for horizontal expansion is provided.
together,
Shaped upper and
A cross-shaped
, ≪ / RTI >
The upper
The lower
And the nut of the
Also,
Shaped upper and
A
A cross-shaped
, ≪ / RTI >
The upper
The lower
And the nut of the
The present invention relates to a method of constructing a structure for connecting a wall and a slab of a building to a conventional structure by connecting a conventional wall and a slab to the existing structure using a hybrid rail PC beam, And the other end provides a hybrid ramen PC beam connection structure and a construction method thereof for horizontal expansion connected by moment bonding.
Also, it is true that the architectural planning using the existing rectangular frame of the square shape makes it difficult to construct the flat structure which is one of the advantages of the flat type wall house. Recently, it is widely known that some construction companies are making efforts to reshape the existing flat type apartment house despite the disadvantages of the use of form and frequent reconstruction. In order to meet the needs of this market, the synthetic ramen apartment developed through this patent was developed as a ramen precast frame which enables the structural planning to avoid the shape of the wall - like structure. Therefore, it is expected that it will be possible to supply eco - friendly, long - life precast rayman apartment houses with resource saving, sustainable, and economic efficiency while maintaining the advantages of the existing in - situ walled apartment complexes. In this study, we developed an inelastic and nonlinear finite element modeling technique for efficient structural design of composite PC structure system, and developed an animation technique to grasp structure history of structural frame at a glance. This method is expected to be applied not only to apartment houses but also to active applications such as domestic general construction, overseas construction, plant construction, and new expansion.
Another aspect of the present invention is to improve the joint between the PC column and the PC beam to realize the moment bonding method by the dry method. In particular, the upper and lower wall type PC column interconnection structure utilizing the mounting bracket mounted on the PC column of the wall type, And provides the RC or SRC coupling structure of the wall PC column and the PC beam using the same.
FIGS. 1 to 13 show a hybrid raman PC beam connection structure and a construction method thereof for the horizontal expansion of the present invention as a whole.
14 to 15 are moment diagrams of a hybrid raman PC beam connection structure for horizontal expansion of the present invention.
FIG. 16 shows a PC board used in a hybrid ramen PC beam connection structure for horizontal extension of the present invention.
17-22 illustrate the top and bottom coupling of a PC column used in a hybrid raman PC beam connection structure for horizontal extension of the present invention.
Figs. 23 to 37 show a hybrid raman PC beam connection structure and a construction method thereof for horizontal extension of the present invention, respectively, in order.
Figs. 38 to 42 illustrate the upper and lower wall PC-column inter-joining structures of the present invention in order.
Figs. 43 to 48 show an example in which inner bolts are used in the upper and lower wall PC-column inter-joining structures of the present invention in order.
FIGS. 49 to 58 show examples of T-shaped PC columns in the upper and lower wall PC-column interconnection structures of the present invention in order.
FIG. 59 shows an example of a rear type PC column in order in a coupling structure between upper and lower wall PC columns according to the present invention.
60 to 66 illustrate different embodiments of a truncated PC column in the upper and lower wall PC-column inter-connecting structures of the present invention.
67 shows another embodiment of a T-shaped PC column in the coupling structure of upper and lower wall PC columns according to the present invention.
68 shows another embodiment of the L-shaped PC column in the coupling structure of upper and lower wall PC columns according to the present invention.
FIGS. 69 to 75 show the RC coupling structure of the PC type PC board and the RC type PC board using the upper and lower wall type PC column interconnection structure of the present invention in order.
FIGS. 76 to 84 show other embodiments of the RC coupling structure of the wall PC column and the PC beam using the coupling structure of upper and lower wall PC columns according to the present invention in order.
85 shows another embodiment of the RC coupling structure of the PC type PC board and the PC type PC board using the coupling structure of upper and lower wall PC columns according to the present invention.
86 shows another embodiment of the RC coupling structure of the PC type PC board and the wall type PC board using the coupling structure of upper and lower wall PC columns according to the present invention.
87 is a view showing another embodiment of the RC coupling structure of the PC type PC board and the PC type PC board using the upper and lower wall type PC column interconnection structure of the present invention.
88 shows an embodiment of the L-shaped PC column in FIG. 86. FIG.
Figs. 89 to 90 show another embodiment of the coupling structure between upper and lower wall PC columns of the present invention in order.
91 to 94 show another embodiment of the upper and lower wall PC-column inter-joining structures of the present invention in order.
95 shows an example of a T-shaped PC column and a L-shaped PC column in Figs. 91 to 94. Fig.
96 to 102 illustrate different embodiments of the upper and lower wall PC-column inter-connecting structures of the present invention.
103 shows an example of the T-shaped PC column and the L-shaped PC column in FIGS. 96 to 102. FIG.
Figs. 104 to 109 show the SRC coupling structure of the PC type PC wall and the PC wall in this order.
FIGS. 110 to 111 show an embodiment of a T-shaped PC column in the SRC coupling structure of the wall PC column and the PC beam of the present invention in order.
FIGS. 112 to 113 show an embodiment of a square type PC column in the SRC coupling structure of the wall PC column and the PC beam of the present invention in order.
FIGS. 114 to 119 show different embodiments in the SRC coupling structure of the PC type PC personal computer and PC beam according to the present invention.
FIGS. 120 to 122 illustrate the coupling structure between the upper and lower wall PC columns according to the present invention, the coupling between the upper and lower columns in the RC or SRC coupling structure of the wall PC column and the PC beam using the same.
FIGS. 123 to 129 show simulation results of a structure analysis of the upper and lower wall PC-column coupling structures of the present invention, the RC-type or SRC-coupling structure of the PC-column and PC board using the same.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
Ⅰ. Hybrid ramen PC connection structure and its construction method for horizontal expansion
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a hybrid raman PC beam connection structure for horizontally extending the present invention, and FIG.
14 to 15 are moment diagrams of a hybrid raman PC beam connection structure for horizontal expansion of the present invention.
16 is a view showing a PC beam used in a hybrid raman PC beam connection structure for horizontal extension of the present invention,
17-22 illustrate the top and bottom coupling of a PC column used in a hybrid raman PC beam connection structure for horizontal extension of the present invention.
FIGS. 23 to 37 illustrate a hybrid raman PC beam connection structure and a method of constructing the same according to the present invention, in order.
1. Hybrid ramen PC beam connection structure for horizontal extension
The hybrid raman PC beam connection structure for horizontal extension of the present invention is characterized in that,
For the horizontal expansion of the existing
And a
The
And,
The upper end of the
The
As shown in Figs. 36 to 37,
The hybrid raman PC beam connection structure for horizontal extension of the present invention is characterized in that,
A
And a
As shown in Figs. 20, 23 and 28,
In the hybrid raman PC beam connection structure for horizontal extension of the present invention,
The other end of the
And is fixed to the bracket bracket (500) of the PC column (100).
As shown in Fig. 14,
The hybrid raman PC beam connection structure for horizontal extension of the present invention is characterized in that,
The compensating
The compensating
After the deck plate (not shown) is mounted on the beam concrete upper end,
Since the
One end and the other end of the
As shown in Figs. 15 to 16,
The hybrid raman PC beam connection structure for horizontal extension of the present invention is characterized in that,
The
As shown in Fig. 26,
The hybrid raman PC beam connection structure for horizontal extension of the present invention is characterized in that,
And a vertical
2. Construction Method of Hybrid Ramen PC Beam Connection Structure for Horizontal Extension
A method of constructing a hybrid raman PC beam connection structure for horizontal expansion of the present invention is as follows:
As a method for constructing a hybrid raman PC beam connection structure for horizontal expansion shown in FIG. 28 or the like,
(1) a PC column installation step in which a plurality of the
(2) a PC beam installation step of installing a plurality of the PC beams 200 between the existing
(3) a deck plate mounting step of mounting a deck plate (not shown) on the
(4) a slab concrete pouring step simultaneously placing the
And a control unit.
And,
As a method for constructing a hybrid raman PC beam connection structure for horizontal expansion shown in FIG. 14 and the like,
(1) a PC column installation step in which a plurality of the
(2) A plurality of the PC beams 200 are installed between the existing
(3) a deck plate mounting step of mounting a deck plate (not shown) on the
(4) a slab concrete pouring step simultaneously placing the
And a control unit.
As a method for constructing a hybrid raman PC beam connection structure for horizontal extension shown in FIGS. 15, 16, and the like,
(1) a PC column installation step in which a plurality of the
(2) A plurality of the PC beams 200 are installed between the existing
(3) a deck plate mounting step of mounting a deck plate (not shown) on the
(4) a slab concrete pouring step simultaneously placing the
And a control unit.
As a method for constructing a hybrid raman PC beam connection structure for horizontal expansion shown in FIG. 26 and the like,
(1) a PC column installation step in which a plurality of the
(2) A plurality of the PC beams 200 are installed between the existing
(2-1) installing a bottom
(3) a deck plate mounting step of mounting a deck plate (not shown) on the
(4) a slab concrete pouring step simultaneously placing the
And a control unit.
And,
(4) the slab concrete pouring step; after,
(5) removing the bottom vertical panel (600) during or after the curing of the slab concrete;
And a control unit.
As a result, in the hybrid ramen PC beam connection structure and its construction method for horizontal extension of the present invention, a frame of a part which is enlarged horizontally without connecting the existing wall and slab to the existing wall and slab in the process of building expansion or remodeling, The PC beam connected to the existing structure is characterized in that one end of the PC beam acts as a pin joint and the other end behaves as a moment joint.
Ⅱ. Interlocking structure of upper and lower wall PC columns, RC structure of wall PC column and PC beam
Figs. 38 to 42 illustrate the upper and lower wall PC-column inter-joining structures of the present invention in order.
Figs. 43 to 48 show an example in which inner bolts are used in the upper and lower wall PC-column inter-joining structures of the present invention in order.
FIGS. 49 to 58 show examples of T-shaped PC columns in the upper and lower wall PC-column interconnection structures of the present invention in order.
FIG. 59 shows an example of a rear type PC column in order in a coupling structure between upper and lower wall PC columns according to the present invention.
60 to 66 illustrate different embodiments of a truncated PC column in the upper and lower wall PC-column inter-connecting structures of the present invention.
67 shows another embodiment of a T-shaped PC column in the coupling structure of upper and lower wall PC columns according to the present invention.
68 shows another embodiment of the L-shaped PC column in the coupling structure of upper and lower wall PC columns according to the present invention.
FIGS. 69 to 75 show the RC coupling structure of the PC type PC board and the RC type PC board using the upper and lower wall type PC column interconnection structure of the present invention in order.
FIGS. 76 to 84 show other embodiments of the RC coupling structure of the wall PC column and the PC beam using the coupling structure of upper and lower wall PC columns according to the present invention in order.
85 shows another embodiment of the RC coupling structure of the PC type PC board and the PC type PC board using the coupling structure of upper and lower wall PC columns according to the present invention.
86 shows another embodiment of the RC coupling structure of the PC type PC board and the wall type PC board using the coupling structure of upper and lower wall PC columns according to the present invention.
87 is a view showing another embodiment of the RC coupling structure of the PC type PC board and the PC type PC board using the upper and lower wall type PC column interconnection structure of the present invention.
88 shows an embodiment of the L-shaped PC column in FIG. 86. FIG.
FIGS. 120 to 122 illustrate the coupling relationship between the upper and lower PC pillars of the present invention, and the upper and lower pillars in the RC coupling structure of the PC PC board and the PC pillars using the same.
FIGS. 123 to 129 show simulation results of a structural analysis of the upper and lower wall PC column interconnection structures of the present invention, the RC PC board structure of the PC wall and the PC board using the same.
The upper and lower wall PC-column inter-
As shown in Figs. 28 to 41, in a truss-type PC column,
Shaped upper and
A cross-shaped
, ≪ / RTI >
The upper
The lower
The nut of the
And, as shown in Figs. 43 to 48,
An inner bolt (IR) protrudes from the lower portion to the upper portion of the
The inner bolt (IR) passes through the cross-shaped pillow plate (1400) and is fastened to the column lower plate (1120)
As shown in FIG. 47, a reinforcing
As shown in FIG. 48, the inner bolt tightening space IRS is grouted (G) after the inner bolt IR is fastened with a nut in the inner bolt fastening space IRS,
The inner bolt (IR) prevents the contact surfaces between the
The upper and lower wall PC-column inter-
As shown in FIG. 49, in the T-shaped PC column,
Shaped
A T-shaped flat T-shaped filler plate 1400 'installed between two T-shaped PC columns 1100' vertically disposed on the upper and lower portions;
, ≪ / RTI >
The upper
The column lower
The nut of the
And
As shown in Figures 50 to 58,
An inner bolt (IR) protrudes from the lower portion to the upper portion of the
The inner bolt (IR) passes through the T-shaped filler plate 1400 'and is fastened to the column
As shown in FIG. 52, a reinforcing
As shown in FIG. 58, the inner bolt fastening space IRS is grouted (G) after fastening the inner bolt IR with a nut in the inner bolt fastening space IRS,
The inner bolt (IR) prevents the contact surfaces between the
The upper and lower wall PC-column inter-
As shown in Fig. 59, the present invention relates to a pillar type PC column,
A columnar
A planar square-shaped filler plate 1400 '' installed between the two pillar type PC columns 1100 'vertically disposed at the upper and lower portions;
, ≪ / RTI >
The upper
The lower
The nut of the
And although not particularly shown, as shown in Figures 50 to 58,
An inner bolt (IR) protrudes from the lower portion to the upper portion of the
The inner bolt (IR) is coupled to the column
The reinforcing
The inner bolt fastening space IRS is grouted (G) after fastening the internal bolt IR with the nut in the internal bolt fastening space IRS,
The inner bolt IR prevents the contact surfaces between the
As shown in FIG. 60, the upper and lower wall PC-
Inside the concrete of the
The
And
61,
The
The upper and lower wall PC-column inter-
62,
The truss-shaped
The upper and lower wall PC-column inter-
As an example in which the ribs R are excluded in Fig. 63,
And the T-shaped
The upper and lower wall PC-column inter-
As shown in FIG. 64, in the embodiment in which the rib R is included in FIG. 60,
A rib R is joined to the upper part of the column
The ribs R prevent the contact surfaces of the
Shaped pillars (1400) and the column lower plate (1120) by the column load.
The upper and lower wall PC-column inter-
As shown in Fig. 65, in the embodiment in which the ribs R are included in Fig. 61,
A rib R is joined to the upper part of the column
The ribs R prevent the contact surfaces of the
Shaped pillars (1400) and the column lower plate (1120) by the column load.
In addition, the upper and lower wall PC-
As shown in Fig. 66, in the embodiment in which the rib R is included in Fig. 62,
A rib R is joined to the upper part of the column
The ribs R prevent the contact surfaces of the
Shaped pillars (1400) and the column lower plate (1120) by the column load.
In addition, the upper and lower wall PC-column inter-
As an embodiment in which ribs R are included in FIG. 63,
A rib R is joined to the upper part of the column
The ribs R prevent the contact surfaces of the
Shaped pillars (1400) and the column lower plate (1120) by the column load.
The upper and lower wall PC-column inter-
As an example in which the ribs R are omitted in Fig. 67,
A truss-shaped
Shaped
67 shows an embodiment in which the ribs R are included,
A rib R is joined to the upper part of the column
The ribs R prevent the contact surfaces between the
And the displacement generated in the
The upper and lower wall PC-column inter-
As an example in which the ribs R are omitted in FIG. 68,
Inside the concrete of the L-shaped PC column 1100 ', a truss-shaped
Shaped
68 shows an embodiment in which the ribs R are included,
A rib R is joined to the upper part of the column
The ribs R prevent the contact surfaces between the
The displacement generated in the
And
The upper and lower wall PC-column inter-
As shown in Figure 121,
The upper
The center line of the upper
The upper
The center line of the upper
The upper
The center line of the upper
Also
The upper and lower wall PC-column inter-
As shown in Figure 122,
The upper
The
The nut of the
The upper
The T-shaped filler plate 1400 'is omitted,
The nut of the
The upper
The pillar type filler plate 1400 'is omitted,
The nut of the
The RC coupling structure of the wall PC column and the PC beam of the present invention,
As shown in Figures 69 to 75,
The upper and lower wall type PC columns are connected to each other,
A
After the end of the
One end of the compensating
The compensating
A vertical
And the bottom
And T-shaped PC columns. Although not shown, as in Figures 69 to 75,
The upper and lower wall PC columns are made of the mutual coupling structure,
A
After the end of the
One end of the compensating
The compensating
A vertical
And the bottom
As shown in Figures 69 to 75, although not shown,
The upper and lower wall type PC columns are connected to each other,
A
After the end of the
One end of the compensating
The compensating
A vertical
And the bottom
The RC coupling structure of the wall PC column and the PC beam of the present invention, as shown in Figs. 76 to 84,
The upper and lower wall PC columns are made of the mutual coupling structure,
The column high information upper end
A
After the end of the
The compensating
The upper end of the stirrup SR of the
A vertical
And the bottom
And
The column vertical plate 130 'is installed on the outer surface of the concrete on one side of the
A
After the end of the
One end of the compensating
The compensating
A vertical
And the bottom
As shown in FIG. 85, although not shown,
The upper and lower wall PC columns are made of the mutual coupling structure,
The column vertical plate 130 'is installed on the outer surface of the concrete on the four sides of the
A
After the end of the
One end of the compensating
The compensating
A vertical
And the bottom
The RC coupling structure of the wall PC column and the PC beam of the present invention,
86,
The upper and lower wall PC columns are made of the mutual coupling structure,
The
A bracket bracket plate 130 '' is provided on the outer surface of the concrete on the four sides of the truss-
A bracket bracket (500) is installed on the upper side of the bracket bracket plate (130 '')
After the end of the
One end of the compensating
The compensating
A vertical
And the bottom
And
The upper and lower wall PC columns are made of the mutual coupling structure,
The
An integrated column
A bracket bracket (500) is installed on the upper side of the bracket bracket plate (130 '')
After the end of the
One end of the compensating
The compensating
A vertical
And the bottom
The RC coupling structure of the wall PC column and the PC beam of the present invention,
With regard to the T-shaped PC column, as shown in FIG. 85,
The upper and lower wall PC columns are made of the mutual coupling structure,
A column vertical plate 130 'is installed on the outer surface of the concrete on three sides of the T-shaped PC column 1100'
A
After the end of the
One end of the compensating
The compensating
A vertical
And the bottom
The RC coupling structure of the wall PC column and the PC beam of the present invention,
Although not shown, as shown in Figure 86,
The upper and lower wall PC columns are made of the mutual coupling structure,
The
A bracket bracket plate 130 'is installed on the outer surface of the concrete on three sides of the T-shaped PC column 1100'
A bracket bracket (500) is installed on the upper side of the bracket bracket plate (130 '')
After the end of the
One end of the compensating
The compensating
A vertical
And the bottom
The RC coupling structure of the wall PC column and the PC beam of the present invention,
With respect to the T-shaped PC column, as shown in Fig. 87,
The upper and lower wall PC columns are made of the mutual coupling structure,
The
An integrated column
A bracket bracket (500) is installed on the upper side of the bracket bracket plate (130 '')
After the end of the
One end of the compensating
The compensating
A vertical
And the bottom
The RC coupling structure of the wall PC column and the PC beam of the present invention,
As shown in Fig. 85, although not shown,
The upper and lower wall PC columns are made of the mutual coupling structure,
A column vertical plate 130 'is installed on an outer surface of concrete on two sides of the L-shaped PC column 1100'
A
After the end of the
One end of the compensating
The compensating
A vertical
And the bottom
The RC coupling structure of the wall PC column and the PC beam of the present invention,
As shown in Fig. 88 relating to a square type PC column,
The upper and lower wall PC columns are made of the mutual coupling structure,
The
A bracket bracket plate 130 '' is installed on the concrete outer surface of the two-sided PC columns 1100 '
A bracket bracket (500) is installed on the upper side of the bracket bracket plate (130 '')
After the end of the
One end of the compensating
The compensating
A vertical
And the bottom
The RC coupling structure of the wall PC column and the PC beam of the present invention,
As shown in Fig. 87, although not shown,
The upper and lower wall PC columns are made of the mutual coupling structure,
The
In the concrete outer surface of the two-sided PC columns 1100 ', an integrated column
A bracket bracket (500) is installed on the upper side of the bracket bracket plate (130 '')
After the end of the
One end of the compensating
The compensating
A vertical
And the bottom
The RC coupling structure of the wall PC column and the PC beam of the present invention,
As an embodiment without the column
The
After the end of the
One end of the compensating
The compensating
A vertical
And the bottom
As a result, the RC joint structure of the upper and lower wall PC columns and the RC joint structure of the wall PC columns and the PC beams using the upper and lower wall PC columns have improved the joints of the PC columns and the PC beams, It is characterized by the use of an increased mounting bracket on the column.
Ⅲ. Interlocking structure of upper and lower wall PC columns, SRC coupling structure of wall PC columns and PC beams
Figs. 89 to 90 show another embodiment of the coupling structure between upper and lower wall PC columns of the present invention in order.
91 to 94 show another embodiment of the upper and lower wall PC-column inter-joining structures of the present invention in order.
95 shows an example of a T-shaped PC column and a L-shaped PC column in Figs. 91 to 94. Fig.
96 to 102 illustrate different embodiments of the upper and lower wall PC-column inter-connecting structures of the present invention.
103 shows an example of the T-shaped PC column and the L-shaped PC column in FIGS. 96 to 102. FIG.
Figs. 104 to 109 show the SRC coupling structure of the PC type PC wall and the PC wall in this order.
FIGS. 110 to 111 show an embodiment of a T-shaped PC column in the SRC coupling structure of the wall PC column and the PC beam of the present invention in order.
FIGS. 112 to 113 show an embodiment of a square type PC column in the SRC coupling structure of the wall PC column and the PC beam of the present invention in order.
FIGS. 114 to 119 show different embodiments in the SRC coupling structure of the PC type PC personal computer and PC beam according to the present invention.
FIGS. 120 to 122 show the coupling relationship between the upper and lower wall PC pillars of the present invention, and the upper and lower pillars in the SRC coupling structure of the wall PC pillars and PC beams using the same.
The upper and lower wall PC-column inter-
As shown in Figures 89 to 90 with respect to the truncated PC column,
Shaped upper and
A
A cross-shaped
, ≪ / RTI >
The upper
The lower
The nut of the
And, as shown in Figs. 91 to 94,
An inner bolt (IR) protrudes from the lower portion to the upper portion of the
Since the inner bolt IR passes through the
The inner bolt (IR) prevents the contact surfaces between the
The upper and lower wall PC-column inter-
With respect to the T-shaped PC column, as shown in Figure 95 (a)
A T-shaped flat column
A T-shaped flat T-shaped filler plate 1400 'installed between two T-shaped PC columns 1100' vertically disposed on the upper and lower portions;
, ≪ / RTI >
The upper
The column lower
The nut of the
And
An inner bolt (IR) protrudes from the lower portion to the upper portion of the
The inner bolt IR penetrates through the T-shaped filler plate 1400 'and is fastened to the column
The inner bolt (IR) prevents the contact surfaces between the
The upper and lower wall PC-column inter-
As shown in Figure 95 (b) with respect to the square type PC column,
A square
A planar square-shaped filler plate 1400 '' installed between the two pillar type PC columns 1100 'vertically disposed at the upper and lower portions;
, ≪ / RTI >
The upper
The lower
The nut of the
An inner bolt (IR) protrudes from the bottom to the top of the
The inner bolt (IR) passes through the pillar type filler plate 1400 'and is fastened to the column
The inner bolt IR prevents the contact surfaces between the
The upper and lower wall PC-column inter-
As shown in Figure 96 with respect to the truncated PC column,
Instead of the truss-like stepped
A truss-like
And the
Also, as shown in FIG. 97,
Instead of the truss-like stepped
And the
98,
The present invention may omit the truss-shaped
As shown in Figs. 99 to 102,
A rib R is joined to the upper part of the column
The ribs R prevent the contact surfaces of the
Shaped pillars (1400) and the column lower plate (1120) by the column load.
The upper and lower wall PC-column inter-
With respect to the T-shaped PC column, as shown in Figure 103 (a)
A rib R is joined to the upper part of the
The ribs R prevent the contact surfaces between the
And the displacement generated in the
The upper and lower wall PC-column inter-
As shown in Figure 103 (b) with respect to the square type PC column,
A rib R is joined to the upper part of the column
The ribs R prevent the contact surfaces between the
The displacement generated in the
The SRC coupling structure of the wall PC column and the PC beam of the present invention,
As shown in Figures 104 to 109,
The upper and lower wall type PC columns are connected to each other,
The supporting
The compensating
The compensating
A plurality of
And the
The SRC coupling structure of the wall PC column and the PC beam of the present invention,
As shown in Figures 110 to 111,
The upper and lower wall type PC columns are connected to each other,
The supporting
The compensating
The compensating
A plurality of
And the
The SRC coupling structure of the wall PC column and the PC beam of the present invention,
As shown in Figures 112 to 113,
The upper and lower wall type PC columns are connected to each other,
The supporting
The compensating
The compensating
A plurality of
And the
The SRC coupling structure of the wall PC column and the PC beam of the present invention,
As shown in Figures 114 to 115 with respect to the + -shaped PC column,
The upper and lower wall type PC columns are connected to each other,
The
The supporting
The compensating
The compensating
A plurality of
And the
The SRC coupling structure of the wall PC column and the PC beam of the present invention,
With respect to the T-shaped PC column, as shown in Figures 116 to 117,
The upper and lower wall type PC columns are connected to each other,
The
The supporting
The compensating
The compensating
A plurality of
And the
The SRC coupling structure of the wall PC column and the PC beam of the present invention,
As shown in Figures 118 to 119 with respect to the square type PC column,
The upper and lower wall type PC columns are connected to each other,
The
The supporting
The compensating
The compensating
A plurality of
And the
And, as shown in FIG. 121,
The upper
The center line of the upper
The upper
The center line of the upper
The upper
The center line of the upper
Also,
As shown in Figure 122,
The upper
The
The nut of the
The upper
The T-shaped filler plate 1400 'is omitted,
The nut of the
The upper
The pillar type filler plate 1400 'is omitted,
The nut of the
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.
1000: Existing structure
W: Original wall
S: existing slab
IR: internal bolt
IRS: internal bolt tightening space
G: Grouting
R: rib
SR: Sutup
100: PC pole
102: upper main column
104: Lower main column
110: column top plate
120: column bottom plate
130: Integrated column vertical plate
130`: Column vertical plate
130``: Bracket bracket plate
200: PC Bo
210: beam center steel frame
220: Compensation Committee
230: Lower end plate
240: Slab mounting plate
250: Reinforced section reinforcement
260: Column high information upper end main
300: slab concrete
400: filler plate
500: Bracket bracket
600: Vertical vertical panel
700: Stiffener
800:
1100: + shaped PC column
1100`: T-shaped PC column
1100``: Rectangular type PC column
1102: upper main column
1104: Lower main column
1110: column top plate
1120: column bottom plate
1400: + shaped fillet plate
1400`: T-shaped filler plate
1400``: Rectangular filler plate
2000: Shaped steel frame
2100: + Shrouded steel frame
2200: T-shaped step steel frame
3000: Column bracket
4000: PC Bo
4100:
5000: lower panel
5100: fastening means
Claims (13)
And a PC beam 200 to which a bottom plate 230 is coupled to one end of the U-shaped beam concrete,
The lower end plate 230 is anchored at the intersection of the existing wall W and the existing slab S,
The other end of the PC beam 200 is mounted on the bracket 500 of the PC column 100,
The compensating end collars 220 of the PC beam 200 are welded to the lower end plate 230,
The compensating end supporting rib 220 of the other end of the PC beam 200 is fastened to the coupler on the outer surface of the PC column 100,
After the deck plate (not shown) is mounted on the beam concrete upper end,
Since the slab concrete 300 is simultaneously installed inside the U-shaped section of the beam concrete and on the upper portion of the deck plate (not shown)
Wherein the PC beam (200) has one end and the other end behave by pin joining and moment joining, respectively.
The upper end of the lower end plate 230 is bent to form a slab mounting plate 240,
Wherein the slab mounting plate (240) is anchored above the existing slab (S).
Wherein a reinforcing member 700 is further provided between the lower end plate 230 and the existing wall W and the existing slab S.
And a beam center steel frame (210) is inserted into the PC beam (200) to stop the hybrid beam.
Wherein a vertical vertical panel (600) is installed between the other end of the PC beam (200) and the outer surface concrete of the PC column (100).
(1) a PC column installation step in which a plurality of the PC columns 100 are installed apart from the existing structure 1000 by a length of the PC beam 200;
(2) A plurality of the PC beams 200 are installed between the existing structure 1000 and the PC column 100, and the compensating end depression 220 of the other end of the PC beam 200 is installed on the PC column (100);
(3) a deck plate mounting step of mounting a deck plate (not shown) on the PC beam 200;
(4) a slab concrete pouring step simultaneously placing the slab concrete 300 in the inside of the beam concrete of the PC beam 200 and the upper part of the deck plate (not shown);
Wherein the method comprises the steps of: (a) inserting the hybrid cable into the housing;
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KR1020150164978A KR101779399B1 (en) | 2015-11-24 | 2015-11-24 | the hybrid precast concrete beam connecting structure for a horizontal extending a building and the construction method thereof |
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