KR101470372B1 - Apparatus for reinforcing the girder and the roof frame structure using the same - Google Patents
Apparatus for reinforcing the girder and the roof frame structure using the same Download PDFInfo
- Publication number
- KR101470372B1 KR101470372B1 KR20140134211A KR20140134211A KR101470372B1 KR 101470372 B1 KR101470372 B1 KR 101470372B1 KR 20140134211 A KR20140134211 A KR 20140134211A KR 20140134211 A KR20140134211 A KR 20140134211A KR 101470372 B1 KR101470372 B1 KR 101470372B1
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- KR
- South Korea
- Prior art keywords
- steel wire
- reinforcing
- strut
- bracket
- length adjuster
- Prior art date
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2445—Load-supporting elements with reinforcement at the connection point other than the connector
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2496—Shear bracing therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
Description
BACKGROUND OF THE
As a roof structure of a building requiring long span, such as a warehouse, a factory, or a gym, an economical structure that reduces the amount of steel used is preferred by using a lightweight steel having high sectional efficiency.
Especially, the PEB (Pre-Engineered Building) structure, which is made of steel plate and has a large web-dancing section, maximizes the mechanical efficiency by controlling the dancing of the members according to the bending moment of the structure, Since the superstructure is lightweight, it is possible to reduce the construction cost of the substructure such as the foundation, and since its introduction into the domestic market in the late 1980s, the application has been rapidly increasing since it is very economical.
However, since the design and the standard of PEB structure in Korea is insufficient, most of the buildings with PEB structure applied so far have been designed by foreign programs and are designed to conform to environmental conditions such as topography and climate in Korea In addition, it is designed to be a minimum member that can withstand the stress required for structural analysis. Therefore, when a sudden load exceeding the design load occurs, the structure easily collapses due to deformation of the member. For example, A resort gym could not bear the load caused by snowfall and collapsed, causing many casualties. Therefore, reinforcement work on the structure designed with the existing PEB structure is desperately required.
As a method of reinforcing a beam member, a method of reinforcing a beam member using a cable has been proposed as shown in Fig. The diagram shown in FIG. 1 conceptually shows the invention of the name "reinforcement structure of beam and method of reinforcement" registered in Registration No. 10-1080924.
The reinforcing structure of the beam proposed in the prior art includes a pair of
However, the above-described reinforcing structure is provided with an end bracket to which a steel wire is fixed at both ends of the beam. Since the end bracket can not be located at the center of the transverse section of the beam and can only be located on the side of the beam, There is a possibility that buckling may occur in a web formed of a thin steel plate. In case of forming a reinforcing structure symmetrically on both sides of the beam, not only the cost is increased, It is not easy to cause the same tension to be generated. Therefore, the problem of the eccentricity is still present.
Further, when the above-described reinforcing structure is provided in the PEB structure having a long span, when the lateral load due to an earthquake or a typhoon acts, the
In addition, the shaking of the
On the other hand, since a lightweight roof structure such as a PEB structure is provided with a lightweight roof panel such as a sandwich panel on a prefabricated beam (Rafter) followed by a purlin, The load acting vertically is not large. The small vertical load of the roof has the advantage of simplifying the substructure as mentioned above, but it is structurally very vulnerable to buoyancy that can be generated on the roof due to wind loads such as typhoons.
SUMMARY OF THE INVENTION The present invention has been made to solve the problems of the prior art described above, and it is an object of the present invention to provide a lightweight roof frame such as a PEB structure that not only has a downward vertical load greater than design load due to heavy snowfall, And it is an object of the present invention to provide a reinforcement device for a beam member and a reinforcement structure for a lightweight roof structure using the same.
Another object of the present invention is to provide a reinforcement structure for a beam member which can maintain the durability of the reinforcement structure by preventing the reinforcement of the reinforcement structure from being easily weakened or broken by horizontal load or vibration, .
According to a most preferred embodiment of the present invention for solving the above-mentioned problems, there is provided a beam splicing apparatus comprising: a beam splicing bracket to be positioned on a bottom surface of a beam to be stiffened; a length adjusting rod to which one end is connected and fixed to the beam splicing bracket; And a steel wire fixing member installed at a lower end of the steel wire fixing frame or the lower frame to prevent the steel wire from swaying from side to side; The joining bracket comprises a '-' shaped joining plate having a plurality of bolt holes so as to be bolted to a lower surface of the beam, and a supporting rib fixed to the length adjusting bar while supporting the '-' shaped joining plate; Wherein the length adjuster comprises an upper strut connected to the beam connecting bracket, a lower strut connected to the steel strut, and a rotation adjusting the overall length of the strut, the strut being positioned between the upper strut and the lower strut .
At this time, the steel wire fixing bar may be provided with a steel wire hole through which the steel wire is inserted so as to prevent it from being separated vertically and horizontally, and the lower surface of the steel wire fixing bar may be a flat surface on which a joining line can be installed in a direction perpendicular to the steel wire, Further, the steel wire fixing base may be configured to be hinged to an end of the lower edge.
In addition, the length adjuster may have a circular fixing groove around the outer surface of the upper support and a support protrusion around the inner surface thereof; A rotation protrusion inserted into the fixing groove of the upper support is formed on an upper periphery of the inner surface of the swivel, and a female screw is formed on the lower periphery of the inner surface of the swivel; And a male thread fastened to the female thread of the swivel base is formed around the outer periphery of the lower pedestal. The steel wire flow preventing member is formed of a circular ring shape made of an elastic material, And the upper portion may be fixed to the upper end of the length adjusting bar.
According to another preferred embodiment of the present invention, in a reinforcing structure of a lightweight roof structure of a beam structure constituted by a prefabricated beam, a pair of joint reinforcement brackets are provided at positions where both ends of the prefabricated beam intersect with the columns, Wherein at least one of the beam reinforcing apparatuses is provided at a lower portion of the prefabricated beam and the steel wire is connected to a steel wire fixing unit of the beam member reinforcing apparatus. A reinforcing structure of a lightweight roof frame is provided.
The joining portion reinforcing bracket may be composed of a '-shaped joining plate composed of a horizontal flange and a vertical flange, and a shearing reinforcement rib which holds an angle between the horizontal flange and the vertical flange while fixing the end portion of the steel wire, Can be hinged to the shear reinforcement ribs so that the steel wire can be rotated up and down. In addition, a tension adjusting device for the steel wire can be additionally provided at one end of the steel wire.
The present invention has general versatility that can be applied not only to the downward vertical load acting on the lightweight roof, but also to the case where the upward buoyant load acts.
In addition, the present invention not only simplifies the structure by combining the reinforcement structures with the reinforcement structure while reinforcing the flexural strength of the beams and the shear strength against the joining portions of the beams and the columns, And an eccentricity is prevented from being generated on the cross section of the beam.
The present invention also improves the durability of the reinforcing structure and improves the efficiency of reinforcement by preventing shaking of the steel wire.
Further, the present invention can be applied only by the bolt joining means, and there is no possibility of structural defects due to thermal deformation.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a conceptual diagram of a conventional technique for reinforcing a beam member using a cable. FIG.
2 is a perspective view illustrating the reinforcing structure of a lightweight roof according to an embodiment of the present invention.
3 is a perspective view of an embodiment in which the beam member reinforcing apparatus of the present invention is applied to the lightweight roof frame.
4 is a perspective view showing the reinforcement structure of the present invention with respect to the joining portion with the column of the lightweight roof frame.
5 is a perspective view illustrating a structure of a beam member reinforcing apparatus according to an embodiment of the present invention.
6 and 7 are cross-sectional views showing respective embodiments of a length adjuster constituting the beam member reinforcing apparatus of the present invention.
8 is a perspective view showing a structure of a beam member reinforcing apparatus according to another embodiment of the present invention.
9 is an explanatory view for explaining the effect of the beam member reinforcing apparatus shown in FIG.
10 is a perspective view showing each embodiment of the steel wire flow preventing member according to the present invention.
Fig. 11 is an explanatory view for explaining the function and operation effect of the wire rope preventing member of the present invention. Fig.
12 is a perspective view showing an example in which a tension adjusting device is added to a steel wire used in the reinforcing structure of the present invention.
Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings. However, in order to obscure or obscure the technical idea of the present invention due to the detailed description of the known structure in describing the present invention, the description of the structure of the above known structure will be omitted. Also, although a lightweight roof structure having a PEB structure is described here as an example, it is obvious that the present invention is applied to a lightweight roof structure using a lightweight structure.
3 is a perspective view showing one embodiment of a
The reinforcing structure of the lightweight roof frame according to the present invention is characterized in that the reinforcing structure of the
3, the
The reinforcement of the lightweight roof frame on the joining portion with the
The reinforcement of the joining portion of the lightweight roof boat with the
5 is a perspective view showing the structure of the above-described honeycomb
As shown in FIG. 5, the
The beam
The
At this time, the joining of the
The
As shown in FIG. 5, the '-' shaped
A supporting
The
6 and 7 are cross-sectional views showing respective embodiments of the
The
6, which shows the first embodiment of the
The fixing
There is a possibility that the
It is preferable that the
As described above, the rotation table 123 is not separated from the
It is preferable to further provide a
A
The
According to the second embodiment of the
The entire length of the
A
The
In addition, the lower surface of the
Meanwhile, various means (not shown) such as a wedge inserted into the
The
The
Fig. 9 conceptually illustrates the effect exerted by the hinge-coupled
When the
9 (b), when the
Fig. 10 shows each embodiment of the wire-line
The wire-
The steel wire
The lower portion of the steel
Meanwhile, as described in the related art, when an irregular horizontal load is generated in the
The left and right wobbling of the
Along with this, the elastic force of the steel wire
The structure and operation of the beam
As shown in FIG. 2, the reinforcing structure of the lightweight roof frame increases the bending strength of the
4 shows a structure in which the joining portions of the
The
4, the
The joint reinforcing
That is, the
Therefore, it is not necessary to provide a separate wire fixing member, and the fixing structure of the
Also, the
On the other hand, the flexural strength to be reinforced through the beam
Accordingly, even if a tensile force is applied to the
The
While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the scope of the invention is not limited to the disclosed embodiments, but, on the contrary, It is obvious that it will be possible to carry out various modifications thereof. It is therefore intended that such modifications are within the scope of the invention as set forth in the claims.
100: Boat member reinforcing device 110: Beam joining bracket
120: length adjuster 130: steel wire holder
140: Steel wire flow prevention member 210: Joint reinforcement bracket
300: Steel wire 310: Tension adjustment device
500: beam 510: lower flange
600: Column
Claims (8)
The joining bracket 110 includes a '-shaped joining plate 111 having a plurality of bolt holes 111a so as to be bolted to the lower surface of the beam 500, and a' - 'shaped joining plate And a support rib 112 fixed to the length adjuster 120 while supporting the support ribs 111;
The length adjuster 120 includes an upper strut 121 connected to the beam connecting bracket 110, a lower strut 122 connected to the steel strut 130, and a lower strut 122 connected to the upper strut 121 and the lower strut 122 And a swivel (123) for adjusting the overall length of the swivel member (123).
A circular fixing groove 121a is formed around an outer surface of the upper strut 121 and a supporting protrusion 121b is formed around an inner surface of the upper strut 121; A rotation protrusion 123a inserted into the fixing groove 121a of the upper support 121 is formed on the upper surface of the inner surface of the rotation table 123 and a female screw 123b is formed on the lower circumference of the inner surface of the rotation table 123 ; And a male screw (122a) fastened to the female screw (123b) of the swivel (123) is formed around an outer surface of the lower strut (122).
A pair of joint reinforcement brackets 210 are provided at positions where both ends of the assembled beam and the columns 600 intersect with each other and a steel wire 300 is provided between the joint reinforcement brackets 210, Wherein at least one of the beam strengthening apparatuses according to any one of claims 1 to 5 is installed at a lower portion of the beams of prefabricated beam 500 and the steel wire 300 is fixed to the steel wire fixing base 130 of the beam reinforcing apparatus 100, Wherein the reinforcing structure of the lightweight roof frame is connected to the reinforcing member.
Priority Applications (1)
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KR20140134211A KR101470372B1 (en) | 2014-10-06 | 2014-10-06 | Apparatus for reinforcing the girder and the roof frame structure using the same |
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KR20140134211A KR101470372B1 (en) | 2014-10-06 | 2014-10-06 | Apparatus for reinforcing the girder and the roof frame structure using the same |
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Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108824839A (en) * | 2018-08-29 | 2018-11-16 | 国网江苏省电力有限公司扬州供电分公司 | A kind of drag-line ruggedized construction of existing C-type steel purlin |
WO2018217055A1 (en) * | 2017-05-25 | 2018-11-29 | 경북대학교 산학협력단 | Pre-engineered building system and end-plate joint reinforcement structure using tendon thereof |
CN109680855A (en) * | 2018-12-13 | 2019-04-26 | 江阴普顿塑胶有限公司 | Self-bearing type truss composite material floor support plate preparation method |
KR101992744B1 (en) | 2018-08-02 | 2019-06-25 | 도창재 | the improved lightweight roof frame structure for vibration proof and heat bridge proof |
KR102025618B1 (en) | 2019-02-11 | 2019-09-26 | 도창재 | the improved lightweight roof frame structure for vibration proof and heat bridge proof |
KR20200014987A (en) | 2018-08-02 | 2020-02-12 | 도창재 | the improved lightweight roof frame structure for vibration proof and heat bridge proof |
KR20200039252A (en) * | 2018-10-05 | 2020-04-16 | 허수경 | Fixing structure of ceiling front supporting frame |
KR102536117B1 (en) * | 2023-03-29 | 2023-05-26 | 홍순선 | Roof Structure for building and Construction Method therefor |
KR102632972B1 (en) * | 2023-06-27 | 2024-02-02 | 한상훈 | Strengthening method for civil structures and building structures using round type ion-based shape memory alloy reinforcing member |
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KR101080924B1 (en) * | 2011-04-22 | 2011-11-08 | 이장희 | Beams reinforced structures and reinforcement method |
KR20140088472A (en) * | 2013-01-02 | 2014-07-10 | 주식회사 벤트코리아 | Thermal prestressed girder of temporary structures controlled by adjust tendon and manufacturing method of the same |
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2014
- 2014-10-06 KR KR20140134211A patent/KR101470372B1/en active IP Right Grant
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
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KR101080924B1 (en) * | 2011-04-22 | 2011-11-08 | 이장희 | Beams reinforced structures and reinforcement method |
KR20140088472A (en) * | 2013-01-02 | 2014-07-10 | 주식회사 벤트코리아 | Thermal prestressed girder of temporary structures controlled by adjust tendon and manufacturing method of the same |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2018217055A1 (en) * | 2017-05-25 | 2018-11-29 | 경북대학교 산학협력단 | Pre-engineered building system and end-plate joint reinforcement structure using tendon thereof |
KR101992744B1 (en) | 2018-08-02 | 2019-06-25 | 도창재 | the improved lightweight roof frame structure for vibration proof and heat bridge proof |
KR20200014987A (en) | 2018-08-02 | 2020-02-12 | 도창재 | the improved lightweight roof frame structure for vibration proof and heat bridge proof |
CN108824839A (en) * | 2018-08-29 | 2018-11-16 | 国网江苏省电力有限公司扬州供电分公司 | A kind of drag-line ruggedized construction of existing C-type steel purlin |
CN108824839B (en) * | 2018-08-29 | 2023-11-24 | 国网江苏省电力有限公司扬州供电分公司 | Cable reinforcement structure of existing C-shaped steel purline |
KR20200039252A (en) * | 2018-10-05 | 2020-04-16 | 허수경 | Fixing structure of ceiling front supporting frame |
KR102193038B1 (en) * | 2018-10-05 | 2020-12-18 | 허수경 | Fixing structure of ceiling front supporting frame |
CN109680855A (en) * | 2018-12-13 | 2019-04-26 | 江阴普顿塑胶有限公司 | Self-bearing type truss composite material floor support plate preparation method |
KR102025618B1 (en) | 2019-02-11 | 2019-09-26 | 도창재 | the improved lightweight roof frame structure for vibration proof and heat bridge proof |
KR102536117B1 (en) * | 2023-03-29 | 2023-05-26 | 홍순선 | Roof Structure for building and Construction Method therefor |
KR102632972B1 (en) * | 2023-06-27 | 2024-02-02 | 한상훈 | Strengthening method for civil structures and building structures using round type ion-based shape memory alloy reinforcing member |
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