CN112412093A - Be applied to reinforced (rfd) C shaped steel structure on layer top - Google Patents
Be applied to reinforced (rfd) C shaped steel structure on layer top Download PDFInfo
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- CN112412093A CN112412093A CN202011355521.0A CN202011355521A CN112412093A CN 112412093 A CN112412093 A CN 112412093A CN 202011355521 A CN202011355521 A CN 202011355521A CN 112412093 A CN112412093 A CN 112412093A
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- plate body
- shaped steel
- steel structure
- reinforcement
- arc line
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The invention discloses a C-shaped steel structure applied to roof reinforcement, which at least comprises a first plate body, a second plate body and a third plate body which are connected end to end, wherein the first plate body is arranged at the first end of the third plate body, the second plate body is arranged at the second end of the third plate body, the first plate body and the second plate body are approximately parallel to each other, the third plate body is approximately vertical to the first plate body, a plurality of reinforcing ribs which extend in a first direction are arranged on the inner walls of the first plate body and the second plate body, and the cross sections of the reinforcing ribs are limited by a first arc line bending towards the second direction and a second arc line bending towards the third direction. In this application, the first arc line can form a first protrusion facing the second direction. The second circular arc line can further form a second protrusion facing a third direction on the first protrusion. Compared with the common reinforcing rib, the section contour line of the structure is longer, and further the bending strength is higher.
Description
Technical Field
The invention relates to the technical field of steel structures, in particular to a C-shaped steel structure applied to roof reinforcement.
Background
When the roof reinforcing operation is built to housing construction, it is more to use C shaped steel generally, and general C shaped steel structure is comparatively single to the steel sheet is buckled and is formed, because to a lateral buckling formation, in the use, easy pressurized itself produces the phenomenon of buckling, and intensity is lower, connects and generally adopts the welding form, connects comparatively fixedly, when concatenation the use side by side, need drill on the steel construction, and operation process is complicated, and wastes time and energy. The present application therefore aims to provide a C-section steel structure for the roof reinforcement that can overcome the above-mentioned drawbacks.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provides a C-shaped steel structure applied to roof reinforcement.
The purpose of the invention is realized by the following technical scheme: the utility model provides a be applied to reinforced (rfd) C shaped steel structure of roof, includes first plate body, second plate body and the third plate body of end to end connection at least, first plate body set up in the first end of third plate body, and the second plate body sets up the second end of doing the third plate body, first plate body with the second plate body is roughly parallel each other, the third plate body with first plate body is roughly perpendicular, first plate body with all be provided with the strengthening rib that a plurality of strip equal first direction extends on the inner wall of second plate body, the cross section of strengthening rib is injectd by the first arc line of orientation second direction bending and the second arc line of orientation third direction bending, wherein, the second direction with the third direction is opposite each other, the second direction with first direction is roughly perpendicular.
Preferably, a reinforcing component is arranged in a hollow area defined by the first plate body, the second plate body and the third plate body, one end of the reinforcing component abuts against a reinforcing rib in contact with the first plate body, and the other end of the reinforcing component abuts against a reinforcing rib in contact with the second plate body.
Preferably, the reinforcement assembly comprises at least a number of support members arranged in parallel and reinforcement bars extending in said first direction, the support members having four ends, one reinforcement bar being provided on each end.
Preferably, the support member includes at least a first rod and a second rod crossing each other.
The invention has the following advantages:
(1) the bending strength of the C-shaped steel structure can be improved by arranging the reinforcing ribs. Further, the first circular arc line can form a first protrusion facing the second direction. The second circular arc line can further form a second protrusion facing a third direction on the first protrusion. Compared with the common reinforcing rib, the section contour line of the structure is longer, and further the bending strength is higher.
(2) The bending strength of the C-shaped steel structure can be further improved by arranging the reinforcing component.
(3) When single shaped steel structural strength is not enough, can be relative two shaped steel structures back each other, realize the butt joint extension of two C shaped steel structures through the reinforcement subassembly. The butt joint extension of C shaped steel structure is easy and simple to handle to the bending strength of two C shaped steel structures can be strengthened through same reinforcement assembly, and then can reduce use cost.
Drawings
FIG. 1 is a schematic structural view of a preferred C-shaped steel structure applied to roof reinforcement according to the present invention;
FIG. 2 is a schematic diagram of the butt-joint expansion of two C-shaped steel structures.
In the figure, 1-a first plate body, 2-a second plate body, 3-a third plate body, 4-a reinforcing rib, 5-a first arc line, 6-a second arc line, 7-a hollow area, 8-a reinforcing component, 8 a-a supporting component, 8 b-a reinforcing rod, 9-a first rod body and 10-a second rod body.
Detailed Description
The invention will be further described with reference to the accompanying drawings, without limiting the scope of the invention to the following:
as shown in fig. 1 and 2, the present application provides a C-shaped steel structure applied to roof reinforcement, which at least includes a first plate body 1, a second plate body 2 and a third plate body 3 connected end to end. The first plate 1 is disposed at a first end of the third plate 3. The second plate 2 is disposed at a second end of the third plate 3. The first plate body 1 and the second plate body 2 are substantially parallel to each other. The third plate 3 is substantially perpendicular to the first plate 1. All be provided with the strengthening rib 4 that a plurality of strip all extends along first direction on the inner wall of first plate body 1 and second plate body 2. The cross section of the reinforcing bead 4 is defined by a first circular arc line 5 curved towards a second direction and a second circular arc line 6 curved towards a third direction, wherein the second direction and the third direction are opposite to each other, and the second direction is substantially perpendicular to the first direction. The bending strength of the C-shaped steel structure can be improved by arranging the reinforcing ribs 4. Furthermore, the first circular arc line 5 can form a first projection facing the second direction. The second circular arc line 6 can further form a second protrusion facing a third direction on the first protrusion. Compared with the common reinforcing rib, the section contour line of the structure is longer, and further the bending strength is higher. As shown in fig. 1, the first direction is a direction perpendicular to the paper. The second direction may be a vertically downward direction. The third direction may be a vertically upward direction.
A reinforcing element 8 is arranged in the hollow area 7 enclosed by the first, second and third plate bodies 1, 2, 3. One end of the reinforcing member 8 abuts against the reinforcing rib 4 attached to the first plate body 1. The other end of the reinforcement member 8 abuts against the reinforcing rib 4 attached to the second plate body 2. The bending strength of the C-shaped steel structure can be further improved by arranging the reinforcing component 8.
The reinforcement assembly 8 comprises at least several support members 8a arranged in parallel and reinforcement bars 8b extending in a first direction. The support 8a has four ends. One reinforcing rod 8b is provided on each end. In particular, the support 8a comprises at least a first body 9 and a second body 10 crosswise to each other. The two ends of the first rod and the two ends of the second rod together constitute the four ends of the support 8 a. As shown in FIG. 2, when the strength of a single section steel structure is insufficient, it is possible to realize the butt expansion of two C-section steel structures by the reinforcement assembly 8 after the two section steel structures are opposed to each other. The butt joint extension of C shaped steel structure is easy and simple to handle to the bending strength of two C shaped steel structures can be strengthened through same reinforcement component 8, and then can reduce use cost.
The working principle of this application does: when the C-shaped steel structure is used alone, the end part of the reinforcing component 8 is inserted into the reinforcing rib 4. When two C shaped steel structures need to splice and use, the end parts of the reinforcing assemblies 8 are respectively inserted into the reinforcing ribs 4 corresponding to the two adjacent C shaped steel structures.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the invention. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (4)
1. The utility model provides a be applied to reinforced (rfd) C shaped steel structure of layer top, includes first plate body (1), second plate body (2) and third plate body (3) of end to end connection at least, first plate body (1) set up in the first end of third plate body (3), and second plate body (2) set up the second end of doing third plate body (3), first plate body (1) with second plate body (2) are roughly parallel each other, third plate body (3) with first plate body (1) is roughly perpendicular, its characterized in that: first plate body (1) with all be provided with the strengthening rib (4) that the equal first direction of a plurality of strip extends on the inner wall of second plate body (2), the cross section of strengthening rib (4) is injectd by first arc line (5) towards the crooked second arc line of second direction and second arc line (6) towards the crooked third direction, wherein, the second direction with the third direction is opposite each other, the second direction with the first direction is roughly perpendicular.
2. The C-shaped steel structure applied to roof reinforcement according to claim 1, characterized in that: be provided with reinforcement subassembly (8) in hollow region (7) that is enclosed by first plate body (1), second plate body (2) and third plate body (3), the one end of reinforcement subassembly (8) is supported and is leaned on strengthening rib (4) of contacting on first plate body (1), and the other end of reinforcement subassembly (8) is supported and is leaned on strengthening rib (4) of contacting on second plate body (2).
3. The C-shaped steel structure applied to roof reinforcement according to claim 2, characterized in that: the reinforcement assembly (8) comprises at least a number of support members (8a) arranged in parallel and reinforcement bars (8b) extending in said first direction, the support members (8a) having four ends, one reinforcement bar (8b) being arranged on each end.
4. The C-shaped steel structure applied to roof reinforcement according to claim 3, wherein: the support (8a) comprises at least a first rod (9) and a second rod (10) crossing each other.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202011355521.0A CN112412093A (en) | 2020-11-27 | 2020-11-27 | Be applied to reinforced (rfd) C shaped steel structure on layer top |
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CN202011355521.0A CN112412093A (en) | 2020-11-27 | 2020-11-27 | Be applied to reinforced (rfd) C shaped steel structure on layer top |
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CN112412093A true CN112412093A (en) | 2021-02-26 |
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CN202011355521.0A Withdrawn CN112412093A (en) | 2020-11-27 | 2020-11-27 | Be applied to reinforced (rfd) C shaped steel structure on layer top |
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Citations (10)
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CN104963447A (en) * | 2015-06-26 | 2015-10-07 | 河南奥斯派克科技有限公司 | Thin-wall inner flanging C-shaped steel truss connectors and composite truss |
JP2017078329A (en) * | 2015-10-19 | 2017-04-27 | 清水建設株式会社 | Suspended ceiling reinforcement structure and construction method for suspended ceiling reinforcement structure |
CN206888350U (en) * | 2017-06-16 | 2018-01-16 | 河南天丰钢结构建设有限公司 | A kind of reinforced G shaped steel of bundle structure system |
CN107882352A (en) * | 2017-11-07 | 2018-04-06 | 江苏宏宇重工科技有限公司 | A kind of drum for building reinforces formed steel construction |
CN207314904U (en) * | 2017-10-11 | 2018-05-04 | 广州市友乃德金属制品有限公司 | A kind of C-type steel structure of ruggedized construction |
KR20180134163A (en) * | 2017-06-08 | 2018-12-18 | 강신량 | Seismic reinforcing structures with frame shear wall |
CN208563753U (en) * | 2018-05-25 | 2019-03-01 | 河南天泽经典建筑科技有限公司 | C-type steel purlin |
CN109807198A (en) * | 2019-03-01 | 2019-05-28 | 肖成美 | A kind of assembly type I-steel |
CN209855043U (en) * | 2019-01-17 | 2019-12-27 | 湖南省富生钢结构有限公司 | Steel structure stiffening beam |
CN211499460U (en) * | 2019-12-13 | 2020-09-15 | 安徽中纪建设工程有限公司 | H-shaped steel |
-
2020
- 2020-11-27 CN CN202011355521.0A patent/CN112412093A/en not_active Withdrawn
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104963447A (en) * | 2015-06-26 | 2015-10-07 | 河南奥斯派克科技有限公司 | Thin-wall inner flanging C-shaped steel truss connectors and composite truss |
JP2017078329A (en) * | 2015-10-19 | 2017-04-27 | 清水建設株式会社 | Suspended ceiling reinforcement structure and construction method for suspended ceiling reinforcement structure |
KR20180134163A (en) * | 2017-06-08 | 2018-12-18 | 강신량 | Seismic reinforcing structures with frame shear wall |
CN206888350U (en) * | 2017-06-16 | 2018-01-16 | 河南天丰钢结构建设有限公司 | A kind of reinforced G shaped steel of bundle structure system |
CN207314904U (en) * | 2017-10-11 | 2018-05-04 | 广州市友乃德金属制品有限公司 | A kind of C-type steel structure of ruggedized construction |
CN107882352A (en) * | 2017-11-07 | 2018-04-06 | 江苏宏宇重工科技有限公司 | A kind of drum for building reinforces formed steel construction |
CN208563753U (en) * | 2018-05-25 | 2019-03-01 | 河南天泽经典建筑科技有限公司 | C-type steel purlin |
CN209855043U (en) * | 2019-01-17 | 2019-12-27 | 湖南省富生钢结构有限公司 | Steel structure stiffening beam |
CN109807198A (en) * | 2019-03-01 | 2019-05-28 | 肖成美 | A kind of assembly type I-steel |
CN211499460U (en) * | 2019-12-13 | 2020-09-15 | 安徽中纪建设工程有限公司 | H-shaped steel |
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Application publication date: 20210226 |
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