KR20130043324A - Steel plate weir for one united manufacturing concrete - Google Patents

Steel plate weir for one united manufacturing concrete Download PDF

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Publication number
KR20130043324A
KR20130043324A KR1020110107364A KR20110107364A KR20130043324A KR 20130043324 A KR20130043324 A KR 20130043324A KR 1020110107364 A KR1020110107364 A KR 1020110107364A KR 20110107364 A KR20110107364 A KR 20110107364A KR 20130043324 A KR20130043324 A KR 20130043324A
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KR
South Korea
Prior art keywords
web
steel
concrete
flange
auxiliary
Prior art date
Application number
KR1020110107364A
Other languages
Korean (ko)
Inventor
채일수
Original Assignee
채일수
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Priority to KR1020110107364A priority Critical patent/KR20130043324A/en
Publication of KR20130043324A publication Critical patent/KR20130043324A/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/34Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings

Abstract

PURPOSE: A concrete integration forming steel plate girder is provided to simply manufacture a steel plate girder and to reinforce a shear force or a bending force according to a size and a thickness of a main section steel. CONSTITUTION: A concrete integration forming steel plate girder(10) comprises a pair of webs between an upper flange(42) and a lower flange(30). An upper web(41) of a main section steel(40) comprising the upper web and the upper flange is integrally connected to the lower flange with a long bolt(50). An auxiliary section steel(60) is connected to a side of the lower flange, and a deck plate is installed to construct a slab layer.

Description

STEEL PLATE WEIR FOR ONE UNITED MANUFACTURING CONCRETE}
The present invention relates to a signboard for integrally forming concrete to enhance the strength of the building and at the same time to reinforce the slab layer partitioning the floor by installing between the pillar and the pillar during building construction, in particular (not equal to each other) thickness By having a "b" section steel having an upper portion of the steel sheet beam, the ease of manufacture as well as reinforcement of the rigidity for shear or bending stress through the thickness adjustment of the section steel, if necessary, the upper bent support piece of the lower web or auxiliary steel Through this, the floor height of the building can be improved.
In general, steel plate beams are installed between the pillars and the pillars of the building, and various types of products are provided for the concrete-integrated steel plate beams filling and curing concrete mortar in the steel plate beams.
In the case of the steel sheet beams provided above, the steel sheet is simply bent or welded into a “U” shape, and the steel sheet beams do not require formwork or reinforcing bars compared with conventional concrete beam forming methods. This has the advantage of improving, shortening the air and having a beautiful appearance.
However, in the case of the steel sheet beams used in the above, the thickness of the steel sheet beams used to thicken the web, which is configured vertically on both sides of the lower steel sheet, that is, the side vertical steel sheet to support the placing pressure of the concrete mortar filled in the steel sheet beam There is a necessity to be made, and as the thickness of the steel sheet increases, the manufacturing cost increases, and this phenomenon has a problem that the thickness of the steel sheet becomes thicker accordingly as the dance of the side vertical steel sheet beams constituting the steel sheet beams increases.
As a means for solving such a problem, there is a patent application No. 10-2011-5145 "steel plate for concrete integral molding" has been published by the applicant of the present invention as an inventor.
That is, as shown in FIG. 24, the vertical vertical steel plate 2 (web) is welded between the upper and lower steel plates 1, 1 ', and plate to form a concrete mortar filling space on the inner surface. In constructing the beam, the concavities and convexities 4 are formed in the vertical direction on the side vertical steel plate 2, so that the rigidity that can support the placing pressure applied to the outer side when concrete mortar is placed on the inner space of the steel plate 3 This improves, and the flat vertical reinforcement plate is welded to both end portions of the side vertical steel plate 2, thereby reinforcing both ends of the side vertical steel plate 2, which are susceptible to weakness due to the unevenness 4. .
Therefore, the inventors of the present invention, the steel plate (3), even if the thickness of the side vertical steel sheet (2) is configured to be able to support the concrete placing pressure to reduce the weight of the steel plate (3) to reduce the production cost, etc. Although it was effective, the upper steel plate (1) (upper flange) formed on the upper surface of the two side vertical steel plate 2 (web) of the steel plate 3, the upper steel plate (1) In addition to the waste of materials in the () configuration, it was difficult to weld with the vertical steel plate 2 (web) on which the unevenness 4 was formed.
In addition, when the slab layer is to be constructed using the steel sheet 3, a deck plate is installed on the upper surface of the steel sheet 3, that is, the upper steel sheet 1 (upper flange), and concrete mortar is poured thereon. As the slab layer is constructed, the height of the slab is lowered as much as the thickness of the slab layer, thereby reducing the space utilization.
Utility model registered and devised by the applicant of the present invention as a means for preventing the lowering of the height caused by installing the deck plate on the upper steel plate 1 (upper plate) as above, and constructing the slab layer thereon 456012 has a corrugated steel beam for integrally forming concrete with improved interlayer height.
That is, the side vertical steel plate 130 (web) formed with the unevenness 131 between the upper steel plate 110 (upper plate) and the lower steel plate 120 (lower plate), as shown in FIG. In constructing a steel beam for integrally molded concrete in which vertical reinforcing plates are welded to both ends of the steel plate 130, the fixing plates 140 are welded to both sides of the side vertical steel plate 130 (web), and the fixing plate 140 is formed on the steel plate beams. By installing the deck plate on the slab layer is installed thereon, it is possible to increase the height between the layers by the interval (L) of the upper steel plate 110 and the fixed plate 140 constituting the steel sheet beam (100).
Therefore, in the case of the steel sheet 100, the height of the floor can be increased by the distance between the upper steel plate 110 and the fixed plate 140, so that the space utilization can be improved, and the unevenness 131 is formed. Cutting the fixed plate 140 on the vertical steel plate 130, was to be difficult to work with welding.
In addition, in the case of the steel sheet provided in the above should be manufactured by manufacturing the steel sheet beam in the production plant according to the use, then welded, there was a disadvantage such as incompatible to change the structure as necessary.
The present invention, in order to rectify all the disadvantages of the conventional, in constructing a steel sheet for concrete integral molding, as well as the ease of manufacturing the steel sheet beam, facilitates the reinforcement means for stiffness against shear force or bending stress, and also if necessary between floors of the building Means for increasing the height can be easily configured on the steel sheet beams.
As a means for solving the above problems, the present invention in the construction of a steel plate consisting of a web between the upper and lower flanges, the web is separated into an upper web and a lower web, the lower web is welded on the lower flange consisting of steel By assembling or welding the "a" shaped cast steel having an upper flange function and an upper web function on the lower web with long bolts, to construct and use a steel plate for concrete integral molding, or to increase the height of the floor of a building. In the case of assembling the cast steel, assembling or welding the "a" shape auxiliary steel on both sides of the lower web in the process of assembling the cast steel, or bending the upper end of the lower web outward to form a bending support piece, The deck plate is installed on the bent support piece, and the slab layer is constructed thereon to increase the height between the floors.
In the present invention, when constructing a concrete integrated steel sheet beam, the steel sheet beam for concrete integral molding by assembling or welding a "b" shaped cast steel having an upper flange function and an upper web function on the lower web constituting the steel sheet beam with long bolts. In the process of constructing, using, or assembling or welding the cast steel, assembling or welding auxiliary steels of “a” shape at both sides of the lower web, or bending the lower web to construct a bent support piece. By simplifying the production of steel sheet beams, it is possible to reinforce the stiffness against shear or bending stress depending on the thickness and size of the cast steel, and increase the floor height of the building when using auxiliary steel or bent support pieces. The effect is that the space utilization can be improved.
1 is a perspective view of the steel sheet beam of the present invention assembled state of cast steel with long bolts
2: Side view of FIG. 1
3: exploded perspective view of FIG. 1
4 is a state diagram in which auxiliary steel is assembled to the steel beam of FIG.
5: Side view of FIG.
6: exploded perspective view of FIG. 4
Figure 7 is a state diagram consisting of the lower web of the corrugated steel sheet in the present invention steel sheet
8: Side view of FIG. 7
9: Exploded view of FIG. 7
10 is a state diagram in which auxiliary steel is formed in the steel plate of FIG.
11 is a side configuration diagram of FIG.
12: Exploded view of FIG. 10
Fig. 13 is a perspective view of the steel sheet beam of the present invention, in which a long bolt can be assembled in a steel sheet center
14: Side view of FIG. 13
15 is a perspective view of the steel sheet beam of the present invention bent state of the upper end of the lower web
Fig. 16: Side view of Fig. 15
17 is a perspective view of a steel sheet beam of the present invention in the state of welding the cast steel
18: Side view of FIG. 17
19: A state diagram in which auxiliary steel is welded to the steel beam of FIG.
20: Side view of FIG. 19
Figure 21: The state diagram consisting of the lower web of the corrugated steel sheet in the steel sheet of the present invention
Fig. 22: Side view of Fig. 21
Fig. 23 is a state diagram in which auxiliary steel is welded to the steel beam of Fig. 21;
FIG. 24 is a side view of FIG. 23
25 is a perspective view of a steel sheet beam of the present invention bent state the upper end of the lower web
Fig. 26: Side view of Fig. 25
27: Configuration diagram of the cast steel used in the present invention
Figure 28: Illustrative view of the steel beam using state of Figure 1
Figure 29: Illustrative view of the steel beam using state of Figure 4
30: Configuration diagram of a conventional steel sheet
31: Configuration diagram of a conventional steel sheet
Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
Example 1.
1 to 3 is a configuration diagram of a steel integral beam for concrete molding to be provided in the present invention, by welding a pair of lower web 30 on the lower flange 20, the space between them 31 is formed, and the upper web 41 of the "a" type cast steel 40 consisting of the upper web 41 and the upper flange 42 is bonded to the lower web 30, These are assembled by a long bolt 50 as a coupling means.
In assembling the cast steel 40 on the lower web 30 with the long bolt 50 and the nut 51 as the coupling means, the support nuts 52 are fastened to both inner sides of the lower web 30 to form the long bolt ( While assembling the lower web 30 and the cast steel 40 with 50), the lower web 30 is supported so that the space 31 is always kept constant.
At this time, the lower web 30 and the upper web 41 to the through-hole through which the long bolt 50 can pass.
The cast steel 40 may be configured to have the same thickness of the upper web 41 and the upper flange 42, but the preferred condition is that the thickness of the upper flange 42 rather than the thickness T1 of the upper web 41 ( It is preferable to increase the rigidity of the steel sheet beam 10 to be assembled by making T) thicker.
In addition, the width (L1) of the upper web 41 is ideally configured to be wider than the width (L) of the upper flange 42, the stud bolt 43 is welded to the upper end of the upper flange 42 at equal intervals in a protruding form. To be.
In this case, as shown in FIG. 28, when the steel plate 10 is used, the deck plate 100 is placed on the upper surface of the cast steel 40, and the slab layer is formed on the deck plate 100.
In the practice of the present invention, in assembling the lower web 430 and the cast steel 40 to the long bolt 50, the upper web of the cast steel 40 inside the lower web 30 as shown in FIG. 41 is positioned so that the subsidiary steel 60 is located on the outside so that the subsidiary steel 60 protruding outward from the upper flange 42 below the upper flange 42 of the cast steel 40 is located. Then, the long bolt 50 may be assembled, and in this case, when the steel plate 10 is used as shown in FIG. 29, the deck plate 100 is placed on the auxiliary steel 60, and the deck plate 100 By building the slab layer on), it is possible to improve the height of the floor of the building, in which case the stud bolt 43 welded on the cast steel 40 may be omitted.
In order to improve the rigidity of the lower web 30 constituting the steel sheet 10, as shown in FIGS. ) Can also improve the rigidity.
In constructing the long bolt 50, which is a means for coupling the lower web 30, the cast steel 40 and the auxiliary steel 60 in the present invention, as shown in Figure 13 and 14 on both sides of the long bolt 50 A screw rod 55 having a diameter smaller than that of the main body of the long bolt 50 is formed, and the screw rod 55 penetrates through holes formed in the lower web 30, the cast steel 40, and the auxiliary steel 60. Then, the steel sheet beam 10 may be assembled by fastening with the nut 51 outside the auxiliary steel 60.
In addition, as shown in FIGS. 15 and 16, the upper portion of the lower web 30 is bent outward without the auxiliary steel 60 to form a bending support piece 36, and the deck plate 100 is formed on the bending support piece 36. ) And allow the slab layer to be installed on it.
Example 2.
Embodiment 2 is a welding means of the lower web 30 constituting the steel plate 10 and the casting steel 40 as a coupling means, not assembled by a long bolt (50).
That is, FIG. 17 is a welding of the lower web 30 and the cast steel 40 constituting the steel sheet 10, so that the upper web 41 of the cast steel 40 overlaps the outer side of the lower web 30. It is then welded so that they are constructed in one piece.
That is, when welding the lower web 3 and the cast steel 40 as shown in Figure 17 by welding the support piece 33 on the inner space 31 of the lower web 30 at equal intervals lower web ( It is desirable to allow the spacing between 30) to be kept constant.
In constructing the second embodiment, as shown in FIG. 19, the upper web 41 of the cast steel 40 may be positioned inside the lower web 30 to be welded, and the auxiliary steel 60 may be welded to the outside.
In addition, the thickness T of the upper flange 42 is thicker than the thickness T1 of the upper web 41 constituting the cast steel 40, and the width L1 of the upper web 41 is the upper flange 42. It is preferable to configure it wider than the width | variety (L) of.
Lower web 30 configured in the second embodiment may also improve the rigidity by forming the concave-convex portion 32 in the center as shown in FIG.
In addition, the lower web 30, the cast steel 40 and the auxiliary steel (60) in the construction of the steel beam 10 is welded, as shown in Figures 25 and 26 to omit the auxiliary steel 60, The upper end of the web 30 may be bent outward to form a bending support piece 36, the deck plate 100 may be placed on the bending support piece 36, and a slab layer may be formed thereon. .
In the practice of the present invention, the length of the steel sheet beam 10 is adjusted according to the size of the building, the assembly means of the building column steel 110 composed of the steel sheet beam 10, H beam, etc., the connection flange or connecting plate It can be assembled using conventional connecting means such as.
In the present invention configured as described above in the construction of a concrete integrally formed steel sheet beam 10, the lower web 30 is welded on the lower flange 20, consisting of an upper web 41 and the upper flange 42 Separating the cast steel 40 so that they are assembled into a long bolt 50 not only makes the steel sheet 10 easy to manufacture, but in particular, the thickness (T) of the upper flange 42 constituting the cast steel 40 ) To thicker than the thickness (T1) of the upper web 41 to reinforce the rigidity against shear or bending stress when used as a building steel beam, and if necessary, the auxiliary steel (60) is assembled outside the lower flange (30). As in 29, the deck plate 100 is allowed to be placed on the secondary beam 60, and then the slab layer can be constructed thereon, thereby increasing the interlayer height of the building to increase space utilization.
In addition, the concave-convex portion 2 is formed in the lower web 30 used in the steel sheet 10 of the present invention, so that the concave-convex portion 32 is formed only in the center portion of the lower web 30 and the lower flange 20. It is possible to reinforce the rigidity of the lower web 30 while facilitating welding.
When assembling the lower web 30 and the cast steel 40 by allowing them to be assembled using a long bolt 50, between the lower web 30 by the pressure of the concrete poured inside when using the steel plate 10 There is an advantage that does not need to configure a separate interval maintaining piece to prevent the interval of the expansion.
In addition, when the upper portion of the lower web 30 is bent in the outward direction to form a bending support piece 36, and when the deck plate 100 is placed on the bending support piece 36, an additional auxiliary steel 60 is provided. Steel plate 10 can be configured to increase the height between the layers in a simple configuration without the need to assemble or weld).
In addition, the long bolt 50 constituting the steel plate 10, as shown in Figures 13 to 16 so that the screw rod 55 is configured only on both sides of the main body of the long bolt 50, using the long bolt 50 In order to penetrate outward from the inside of the lower web 30 and then fasten with the nut 51, the cast steel 40 and the lower web 30 or the auxiliary steel 60 constituting the steel sheet 10 are formed. It can be combined simply.
(10)-Steel Plate (20)-Lower Flange
(30)-Haberweb (31)-Space
(32)-Uneven (33)-Support
(36)-Bending Base (40)-Cast Steel
(41)-Top Web (42)-Top Flange
(50)-Long Bolt (51)-Nut
(52)-support nut (55)-screw
(60)-Secondary Steel

Claims (8)

  1. In forming a pair of webs between the upper and lower flanges to form a space therebetween, and forming a steel beam for integrally forming concrete to allow concrete to be poured into the space, a pair of lower parts on the lower flange 20 The web 30 is welded, and the upper web 41 of the cast steel 40 composed of the upper web 41 and the upper flange 42 is joined to the lower web 30, and then through a coupling means. Steel sheet beam for integrally forming concrete, characterized in that they are integrally combined.
  2. The thickness T of the upper flange 42 constituting the cast steel 40 is thicker than the thickness T1 of the upper web 41, so that the rigidity of the steel beam 10 can be reinforced. Steel plate beam for integrally forming concrete, characterized in that the configuration.
  3. The method of claim 1, wherein the auxiliary web 60 is integrally coupled to the lower web 30 side, the auxiliary steel 60 is located below the upper flange 42 of the cast steel 40, Steel plate beam for integrally forming concrete, characterized in that the deck plate is installed on the auxiliary steel (60) and then the slab layer is constructed thereon, so as to improve the height of the interlayer of the building.
  4. According to claim 1, the upper end of the lower web 30 is bent in the outward direction to form a bent support piece 36, the deck plate is placed on the bent support piece 36, and then the slab layer is constructed thereon Steel plate for integrally forming concrete, characterized in that configured to improve the height of the floor of the building.
  5. The method of claim 1, 3 or 4, wherein the coupling means of the lower web 30 and the upper web 41, the lower web 30 and the upper web 41 and the auxiliary section steel 60 is a long bolt 50 to penetrate them and then fasten with nuts 51, and support nuts 52 are positioned on both inner sides of the lower web 30 so that the lower web 30, the upper web 41, and the lower web Steel plate for concrete integral molding, characterized in that the 30 and the cast steel 40 and the auxiliary steel (60) is configured to be assembled, respectively.
  6. The method of claim 1, 3 or 4, wherein the coupling means of the lower web 30 and the upper web 41, the lower web 30 and the upper web 41 and the auxiliary section steel 60 is a long bolt (50) The screw rods 55 are formed on both sides, and the screw rods 55 of the long bolts 50 are penetrated outwardly from the inside of the lower web 30, and then fastened with nuts 51, Web 30 and the upper web 41, the lower web 30 and the upper web 41 and the secondary beam (60), characterized in that configured to be fastened respectively, characterized in that the steel sheet for concrete integral molding.
  7. The coupling means of the lower web 30 and the upper web 41, the lower web 30 and the upper web 41, and the auxiliary steel 60 is welded. Steel beams for integrally forming concrete, characterized in that they are configured to be combined.
  8. According to claim 1, 3 or 4, characterized in that the concave-convex portion 32 in the central portion of the lower web 30 at equal intervals so that the rigidity of the lower web 30 can be reinforced Steel plate beam for integral concrete molding.
KR1020110107364A 2011-10-20 2011-10-20 Steel plate weir for one united manufacturing concrete KR20130043324A (en)

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101492377B1 (en) * 2014-07-29 2015-02-12 강병구 composite beam assembly
KR101509179B1 (en) * 2014-02-17 2015-04-14 주식회사 아이에스중공업 Welding beam for composition with concrete slab and column-beam joint structure using this beam
WO2016032215A1 (en) * 2014-08-27 2016-03-03 주식회사 인비젼코리아 Large assembly composite beam
CN105888134A (en) * 2015-02-16 2016-08-24 权容觐 Prefabricated Truss-Embedded Composite Beam
WO2017047833A1 (en) * 2015-09-15 2017-03-23 (주)씨지스플랜 Assembly-type composite beam
KR20180061566A (en) * 2016-11-29 2018-06-08 (주)엔테이지 Steel Frame Construction Method With Double T-Shaped Joint Structure
KR101875749B1 (en) * 2017-12-20 2018-07-09 주식회사 아이에스중공업 Steel composite beam for building and the manufacturing method thereof
KR20190115814A (en) * 2018-04-04 2019-10-14 (주)씨지스플랜 composite beam assembly for field installation
KR20200125264A (en) * 2019-04-26 2020-11-04 주식회사 피컴스 Steel built-up beam for composite transfer girder
WO2021141297A1 (en) * 2020-01-08 2021-07-15 (주)센벡스 Steel plate assembly beam for steel concrete composite beam

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101509179B1 (en) * 2014-02-17 2015-04-14 주식회사 아이에스중공업 Welding beam for composition with concrete slab and column-beam joint structure using this beam
WO2015122615A1 (en) * 2014-02-17 2015-08-20 주식회사 아이에스중공업 Welding beam for concrete slab composition structure and column-beam joint structure using same
KR101492377B1 (en) * 2014-07-29 2015-02-12 강병구 composite beam assembly
WO2016032215A1 (en) * 2014-08-27 2016-03-03 주식회사 인비젼코리아 Large assembly composite beam
CN105888134A (en) * 2015-02-16 2016-08-24 权容觐 Prefabricated Truss-Embedded Composite Beam
WO2016133291A3 (en) * 2015-02-16 2016-10-13 권용근 Prefabricated truss-embedded composite beam
US9909308B2 (en) 2015-02-16 2018-03-06 Yong Keun KWON Composite beam having truss reinforcement embedded in concrete
WO2017047833A1 (en) * 2015-09-15 2017-03-23 (주)씨지스플랜 Assembly-type composite beam
KR20180061566A (en) * 2016-11-29 2018-06-08 (주)엔테이지 Steel Frame Construction Method With Double T-Shaped Joint Structure
KR101875749B1 (en) * 2017-12-20 2018-07-09 주식회사 아이에스중공업 Steel composite beam for building and the manufacturing method thereof
KR20190115814A (en) * 2018-04-04 2019-10-14 (주)씨지스플랜 composite beam assembly for field installation
KR20200125264A (en) * 2019-04-26 2020-11-04 주식회사 피컴스 Steel built-up beam for composite transfer girder
WO2021141297A1 (en) * 2020-01-08 2021-07-15 (주)센벡스 Steel plate assembly beam for steel concrete composite beam

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