KR101636246B1 - Steel-PC hybrid beam and manufacturing method thereof - Google Patents
Steel-PC hybrid beam and manufacturing method thereof Download PDFInfo
- Publication number
- KR101636246B1 KR101636246B1 KR1020150063716A KR20150063716A KR101636246B1 KR 101636246 B1 KR101636246 B1 KR 101636246B1 KR 1020150063716 A KR1020150063716 A KR 1020150063716A KR 20150063716 A KR20150063716 A KR 20150063716A KR 101636246 B1 KR101636246 B1 KR 101636246B1
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- flange member
- lower flange
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- steel
- web
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
-
- 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
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
Description
The present invention relates to a steel plate-PC composite beam and a method for manufacturing the same, which is capable of maximizing the synthesis effect by assembling a lower flange member made of precast concrete with a web member made of steel, Lt; / RTI >
In recent years, there have been increasing demand for construction materials with reduced volume, shortened construction time and long-term high efficiency in the construction market. Therefore, various structural systems are being applied in consideration of air and workability.
The existing reinforced concrete wet method is not suitable for the recent trend of reducing the financial cost through shortening of the air because the air is lengthened due to complicated construction details.
In addition, there is a problem that the steel frame used as an alternative to the above-mentioned reinforced concrete trench is vulnerable to vibration performance, and there is a limitation in shortening the air due to complicated construction details of the steel-concrete composite joint.
On the other hand, unlike the above structural systems, the precast concrete structure (PC structure) in which members such as slabs and beams are molded in a mold in a factory is more suitable for realizing financial cost savings through shortening of the air as well as improving the quality of concrete.
However, in order to apply PC members to large structures, it is recognized that it is necessary to overcome the technical limitations of PC members due to the enlargement of the members, the constraints on the span length, and the workability problems such as transportation or weight.
In addition, there is a PC composite beam system that composes a steel and a slab in a factory by prefabricating a member made of steel and a part of concrete in advance and putting it in the field and placing it in order.
The PC composite material is applied to various sites because it can shorten the field work process and improve the workability and economical efficiency through synthesis of different dissimilar materials, and related technologies are also being developed.
For example, in Patent Application No. 10-2005-0079067, a method for manufacturing a prestressed steel composite beam capable of improving the structural performance of a member by combining a steel beam and concrete and introducing a prestressing method, and a technique for the steel composite beam produced thereby I am suggesting.
However, since the application technique introduces the prestress after the steel and the concrete are combined, there is a problem that introduction efficiency of the prestress can be considerably lowered due to the large axial stiffness and the bending stiffness of the steel beam. In addition, since the manufacturing process is complicated and a camber or the like may be deformed in the member, it is difficult to ensure stable quality because the joining to the member to be coupled to the upper portion is not smooth.
In order to solve the above-mentioned problems, the present invention provides a steel plate-PC composite beam and a manufacturing method thereof that are simple in manufacturing process and advantageous in quality control because the lower flange member made of PC member is assembled with a web member .
In the present invention, a PS steel wire is provided on a lower flange member, and a prestress can be introduced in advance. By introducing a prestress without eccentricity, a steel plate -PC composite beam capable of minimizing deformation of a beam, Method.
The present invention is to provide a steel plate-PC composite beam and a method of manufacturing the steel plate-PC composite beam which can utilize the web member, which is a steel material, as a permanent formwork to improve the workability and reduce the weight and weight of the PC member.
The present invention relates to a steel plate-PC composite beam, which is formed in a U-shape as a whole so as to fill concrete therein. The steel plate-PC composite beam is provided in a longitudinal direction of the composite beam, A lower flange member which is a precast concrete member having a PS steel wire and a prestress introduced into a lower portion of the beam; And a pair of web members arranged on both sides of the upper surface of the lower flange member so as to be spaced apart from each other and being steel plates; Wherein each of the web members is provided with a bonding plate having a lower end formed in an inner vertical direction to be coupled to an upper portion of the lower flange member, and on an upper surface of the lower flange member, at a position corresponding to the bonding plate of the web member, Wherein the end portions of the pair of rail plates are connected to each other by a connecting plate having a plurality of bolt holes, the connecting plate is formed to protrude by a predetermined length from one end of the lower flange member, A plurality of bolt holes are formed in an extended portion extending to the end of the rail plate, and a screw is formed on the outer circumferential surface of the rail plate so as to be fixed in the lower flange member, A predetermined length protruding into the web member Is coupled with a plurality of studs embedded in the concrete, the outer face of said web member to provide information -PC plate composite which is characterized in that the bracket mounted on the side beams are combined to form extruded.
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According to another preferred embodiment of the present invention, an upper flange member vertically formed as one side or both sides of the web member is integrally provided on the upper end of the web member.
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According to another preferred embodiment of the present invention, there is provided a steel plate-PC composite beam characterized in that the rail plate is welded to the joint plate to couple the web member and the lower flange member.
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According to another preferred embodiment of the present invention, the lower flange member is protruded by a predetermined length from the side of the web member, and the lower end of the bracket is mounted on the upper portion of the protruded portion of the lower flange member. do.
According to another preferred embodiment of the present invention, the bracket is formed in a U-shape so as to surround both side surfaces and a bottom surface of the beam coupled to the side surface.
According to another preferred embodiment of the present invention, a plurality of support plates for supporting brackets are coupled to a lower portion of the bracket.
According to another preferred embodiment of the present invention, the inner surface of the pair of web members is mutually supported by a plurality of spacing members.
The present invention relates to a method of manufacturing a steel plate-PC composite beam having a generally U-shape so as to fill concrete therein, and more particularly, to a method of manufacturing a composite steel plate, comprising: (a) applying a tensile force to a PS steel wire, ; (b) removing a tensile force at both ends of the PS strand to introduce a prestress into the lower flange member; And (c) parallelly coupling the web members, which are steel plates, on both sides of the upper surface of the lower flange member so as to be spaced apart from each other; The present invention provides a method of manufacturing a steel plate-PC composite beam.
According to another preferred embodiment of the present invention, in the step (a), the rail plate having a plurality of studs coupled to the lower surface thereof is installed on both sides of the upper surface of the lower flange member in the longitudinal direction, And the web member is provided with a joining plate having a lower end vertically formed on one side or both sides thereof so that the joining plate is engaged with the rail plate.
The present invention has the following effects.
First, the steel plate-PC composite of the present invention assembles the lower flange member made of the PC member with the web member, which is a steel plate, so that it is advantageous in terms of quality control while improving the productivity of the member.
Secondly, since a pair of steel members, which are steel members, can be utilized as a permanent formwork, the workability can be improved and the weight and weight of the members can be solved, which is a disadvantage of the PC member.
Third, after the composite beam is assembled, concrete is filled in the inside of the web member together with the slab concrete pouring at the site, so that the formwork process for the site laying and beam forming can be omitted. As a result, economic benefits such as improved workability, shortening of time, and labor cost reduction can be expected.
Fourth, the concrete placed on the inside of the web member prevents buckling of the web member, so that the structural performance is excellent.
Fifth, since the PS steel wire is provided in the lower flange member to introduce the prestress, it is synthesized with the steel frame after introduction of the prestress, so that the introduction efficiency of the prestress is improved. In addition, since the prestress can be introduced into the lower flange member without eccentricity, the deformation of the beam can be minimized, so that it can be smoothly bonded to the web member and is advantageous in improving the quality of the member.
Sixth, when the inner surfaces of the pair of web members are supported by the cavity-holding member, the web member can be prevented from being deformed by an external force or the like, and the integral with the concrete can be increased.
Seventh, since the joint plate and the rail plate are respectively provided on the upper surface of the web member and the lower flange member, the lower flange member and the web member, which are heterogeneous materials, can be easily bolted or welded together.
Eighth, since the studs are joined to the lower surface of the rail plate, the rail plate can be further integrated with the lower flange member, which is precast concrete.
1 is a perspective view of a steel plate-PC composite beam according to the present invention.
2 is a sectional view showing embodiments of steel plate-PC composite beams according to the present invention.
3 is a sectional view showing another embodiment of the steel plate-PC composite beam according to the present invention.
4 is a perspective view of a steel plate-PC composite beam of the present invention having a rail plate.
5 is a perspective view of a lower flange member provided with a stud.
Figs. 6 and 7 are cross-sectional views showing a web member and a lower flange member joined together by a stud. Fig.
8 is a cross-sectional view showing a web member and a lower flange member joined by welding;
9 is a cross-sectional view showing a web member and a lower flange member joined together by bolts;
10 is a perspective view of a steel plate-PC composite beam of the present invention provided with a connecting plate;
11 is a perspective view of a steel plate-PC composite beam of the present invention having a bracket.
12 is a perspective view of a steel plate-PC composite beam of the present invention provided with a U-shaped bracket;
13 is a perspective view of a steel plate-PC composite beam according to the present invention after concrete pouring.
14 is a view showing a process for a method of manufacturing a steel plate-PC composite beam according to the present invention.
Hereinafter, the present invention will be described in detail with reference to the accompanying drawings and preferred embodiments.
Fig. 1 is a perspective view of a steel plate-PC composite beam according to the present invention, and Fig. 2 is a sectional view showing embodiments of steel plate-PC composite beam according to the present invention.
As shown in FIGS. 1 and 2, the steel plate-PC composite beam of the present invention is formed in a U-shape as a whole so as to fill concrete C therein, A
That is, in the steel plate-PC composite beam 1 of the present invention, the lower
Since the concrete C can be filled between the pair of
As shown in FIGS. 2 (a) to 2 (b), the width of the
A
3, when the
As shown in FIG. 1 and the like, a
Since the
Particularly, it is possible to form the composite beam 1 by introducing the prestress without eccentricity only in the
2, the inner surfaces of the pair of
The
The
3 is a sectional view showing another embodiment of the steel plate-PC composite beam according to the present invention.
3 (a) to 3 (e), an
3 (a) and 3 (c), the
When the
3 (e), the
The
3, each of the
3 (a) and 3 (d), the joining
When the joining
3 (e), the
The joining
4 is a perspective view of a steel plate-PC composite beam of the present invention equipped with a rail plate.
4, a
The
5 is a perspective view of a lower flange member provided with a stud.
5, the lower surface of the
The
Figs. 6 and 7 are cross-sectional views showing a web member and a lower flange member joined together by a stud. Fig.
As shown in FIG. 6, the
The lower end of the
A plurality of the
A through hole may be formed in the
7, the
Thus, the upper end of the
The
A plurality of the
Similarly, a through hole may be formed in advance in the
8 is a cross-sectional view showing a web member and a lower flange member joined by welding;
As shown in FIG. 8, the
That is, the
9 is a sectional view showing a web member and a lower flange member joined by bolts.
The
That is, when the joining
9, the bolt B passes through from the lower end to the upper end of the
The upper end of the bolt (B) protruding above the lower flange member (11) is buried in concrete and serves as a shear connection member.
10 is a perspective view of a steel plate-PC composite beam of the present invention provided with a connecting plate.
10 (a) and 10 (b), the end portions of the pair of
As a method of joining the steel plate-PC composite beam 1 of the present invention to a column, there is a method of placing the composite beam 1 on the upper part of a PC column like a PC beam member.
Alternatively, when the composite beam 1 is joined to the steel column or the CFT column side, the
Therefore, the composite member 1 can be coupled to the column by connecting the portion of the
11 is a perspective view of a steel plate-PC composite beam of the present invention having a bracket.
As shown in FIG. 11, a
A beam joining to the side surface of the composite beam (1) is positioned above the bracket (14).
The
The
The
12 is a perspective view of a steel plate-PC composite beam of the present invention provided with a U-shaped bracket.
As shown in FIG. 12, the
There is a problem in that when the
The
A plurality of
That is, the lower portion of the
In the embodiment of Fig. 12, the
13 is a perspective view of the steel plate-PC composite beam of the present invention after concrete is poured.
13 is a perspective view showing the state after the concrete slab concrete and the concrete inside the beam are laid, and can resist the load by the combined action of the floor slab and the steel beam.
14 is a view showing a process for a method of manufacturing a steel plate-PC composite beam according to the present invention.
A method for manufacturing a steel plate-PC composite beam according to the present invention is a method for manufacturing the steel plate-PC composite beam (1) as described above, wherein (a) a tensile force is applied to a PS steel wire (111) Fabricating a lower flange member (11); (b) removing a tensile force at both ends of the PS steel wire (111) to introduce a prestress into the lower flange member (11); (C) joining the web members (12), which are steel plates, on both sides of the upper surface of the lower flange member (11) in parallel so as to be spaced apart from each other; And a control unit.
14 (a) to 14 (d), a method for manufacturing a steel plate-PC composite beam of the present invention will be described.
First, (a) a tensile force is applied to the
That is, as shown in FIG. 14 (a), the
In the step (a), the
Next, (b) a tensile force is removed at both ends of the
That is, by releasing the tension of the
Finally, (c) a
The
Since the
In the case of a general prestressed beam, since a prestress is introduced at the lower end of the beam, a camber may be generated in which the member is bent upward due to eccentricity at the lower part of the member. Accordingly, if a slab form or a deck plate is installed on the upper part of the beam, a gap is formed between the beam and the upper member, which causes a defect.
Thus, in the present invention, only the
1: composite beam 11: lower flange member
111: PS steel wire 112: rail plate
113: stud 114: connecting plate
12: web member 121: bonding plate
13: upper flange member 131: support plate
14: Bracket 15:
16: shear connector 2: beam
B: Bolt C: Concrete
N: Nut W: Weld
Claims (18)
The steel plate-PC composite beam 1 is provided at a lower portion of the composite beam 1 in the longitudinal direction and has a PS steel wire 111 in its longitudinal direction, and a prestressed concrete member A flange member (11); And
A pair of web members 12 arranged on both sides of the upper surface of the lower flange member 11 so as to be spaced apart from each other and being steel plates; Respectively,
Each of the web members 12 is provided with a bonding plate 121 having a lower end formed in an inner vertical direction and coupled to an upper portion of the lower flange member 11,
A rail plate 112 is provided on the upper surface of the lower flange member 11 at positions corresponding to the joining plates 121 of the web member 12,
The end portions of the pair of rail plates 112 are connected to each other by a connecting plate 114 having a plurality of bolt holes. The connecting plate 114 is formed to protrude a predetermined length from one end of the lower flange member 11, The web member 12 has a plurality of bolt holes formed in a portion extending to an end of the connecting plate 114,
The lower surface of the rail plate 112 is fixed to the lower flange member 11 so that a thread is formed on the outer circumferential surface thereof and is joined by the bonding plate 121 and the nut N. The upper surface of the rail plate 112 is bonded to the upper surface of the bonding plate 121 A plurality of studs 113 embedded in the concrete C protruding by a predetermined length and placed in the web member 12 are engaged,
And a bracket (14) on which a beam (2) coupled to the side is mounted is protruded from the outer side surface of the web member (12).
Wherein the upper end of the web member (12) is integrally provided with an upper flange member (13) vertically formed at one side or both sides thereof.
Wherein the rail plate (112) is welded (W) to the joint plate (121) so that the web member (12) and the lower flange member (11) are engaged.
Characterized in that the lower flange member (11) is protruded by a predetermined length from the side of the web member (12) and the lower end of the bracket (14) is mounted on the upper part of the protruded portion of the lower flange member Composite beams.
The bracket (14) is formed in a U shape so as to surround both side surfaces and a bottom surface of the beam (2) coupled to the side surface.
And a plurality of support plates (131) for supporting the brackets (14) are coupled to the lower portion of the bracket (14).
And the inner surfaces of the pair of web members (12) are mutually supported by a plurality of spacing members (15).
(a) applying tensile force to the PS steel wire (111) and casting the concrete (C) to manufacture a lower flange member (11);
(b) removing a tensile force at both ends of the PS steel wire (111) to introduce a prestress into the lower flange member (11); And
(c) joining the web members 12, which are steel plates, on both sides of the upper surface of the lower flange member 11 in parallel so as to be spaced apart from each other; Wherein the steel sheet and the composite steel sheet are welded to each other.
In the step (a), the rail plate 112 having the plurality of studs 113 coupled to the lower surface thereof is installed on both sides of the upper surface of the lower flange member 11 in the longitudinal direction, and then the concrete C is installed.
Wherein the web member 12 is provided with a bonding plate 121 having a lower end vertically formed on one side or both sides thereof so that the bonding plate 121 is coupled to the rail plate 112. In the step (c) -Production method of PC composite beam.
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KR1020150063716A KR101636246B1 (en) | 2015-05-07 | 2015-05-07 | Steel-PC hybrid beam and manufacturing method thereof |
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KR1020150063716A KR101636246B1 (en) | 2015-05-07 | 2015-05-07 | Steel-PC hybrid beam and manufacturing method thereof |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
IT201800005141A1 (en) * | 2018-05-08 | 2019-11-08 | METHOD FOR THE CONSTRUCTION OF A BEAM FOR THE CONSTRUCTION OF INFRASTRUCTURAL WORKS | |
KR102113729B1 (en) * | 2019-11-01 | 2020-05-20 | 주식회사 도화기술 | Composite built-up beam |
KR102118884B1 (en) * | 2019-02-12 | 2020-06-04 | 대림산업 주식회사 | Hybrid PC underground parking lot |
CN111979896A (en) * | 2020-08-26 | 2020-11-24 | 中铁二院工程集团有限责任公司 | Groove-shaped combination beam of pre-buried profile steel |
KR102459419B1 (en) * | 2021-06-22 | 2022-10-27 | 삼성엔지니어링 주식회사 | Steel plate type composite girder, hybrid junction framework and method of constructing building |
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KR20060079949A (en) * | 2005-01-04 | 2006-07-07 | 삼성물산 주식회사 | Hybrid structure system of precast concrete beam and steel beam, precast concrete beam with bracket for connection with steel beam |
KR20110068685A (en) * | 2009-12-16 | 2011-06-22 | 주식회사 한빛구조엔지니어링 | Recyclable hybrid type connecting device for steel beam to concrete wall and method thereof |
KR101049880B1 (en) * | 2011-01-06 | 2011-07-15 | (주)네오크로스구조엔지니어링 | Composite beam having concrete member precasted or casted in place and, construction methods using the same |
KR101458308B1 (en) * | 2013-05-10 | 2014-11-06 | (주)엔아이스틸 | Manufacturing method of hybrid composite beams and hybrid composite beams |
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KR20060079949A (en) * | 2005-01-04 | 2006-07-07 | 삼성물산 주식회사 | Hybrid structure system of precast concrete beam and steel beam, precast concrete beam with bracket for connection with steel beam |
KR20110068685A (en) * | 2009-12-16 | 2011-06-22 | 주식회사 한빛구조엔지니어링 | Recyclable hybrid type connecting device for steel beam to concrete wall and method thereof |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
IT201800005141A1 (en) * | 2018-05-08 | 2019-11-08 | METHOD FOR THE CONSTRUCTION OF A BEAM FOR THE CONSTRUCTION OF INFRASTRUCTURAL WORKS | |
KR102118884B1 (en) * | 2019-02-12 | 2020-06-04 | 대림산업 주식회사 | Hybrid PC underground parking lot |
KR102113729B1 (en) * | 2019-11-01 | 2020-05-20 | 주식회사 도화기술 | Composite built-up beam |
CN111979896A (en) * | 2020-08-26 | 2020-11-24 | 中铁二院工程集团有限责任公司 | Groove-shaped combination beam of pre-buried profile steel |
KR102459419B1 (en) * | 2021-06-22 | 2022-10-27 | 삼성엔지니어링 주식회사 | Steel plate type composite girder, hybrid junction framework and method of constructing building |
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