CN108086466A - A kind of high steel construction of yield limit intensity and its method of work - Google Patents
A kind of high steel construction of yield limit intensity and its method of work Download PDFInfo
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- CN108086466A CN108086466A CN201711338414.5A CN201711338414A CN108086466A CN 108086466 A CN108086466 A CN 108086466A CN 201711338414 A CN201711338414 A CN 201711338414A CN 108086466 A CN108086466 A CN 108086466A
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- steel
- support plate
- reinforcing plate
- plate
- strengthening stud
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- 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
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention relates to the high steel construction of steel structure technology field more particularly to a kind of yield limit intensity and its method of work, including：First reinforcing plate, the first strengthening stud, I-steel, the first support plate, the second reinforcing plate, the second strengthening stud and the second support plate；The top side of I-steel is provided with the first reinforcing plate, and the first reinforcing plate is connected by the first strengthening stud with the first reinforcing plate；The one side of I-steel is provided with the first support plate, and the first support plate is connected by welding manner with I-steel；The opposite side of I-steel is provided with the second support plate, and the second support plate is connected by welding manner with I-steel；The bottom side of I-steel is provided with the second reinforcing plate, and the second reinforcing plate is connected by the second strengthening stud with I-steel.The present invention has the advantages that be not susceptible to bending, yield limit is big, steel construction stability is high by the improvement in structure, so as to effectively solve problem and shortage present in existing apparatus.
Description
Technical field
The present invention relates to the high steel construction of steel structure technology field more particularly to a kind of yield limit intensity and its work sides
Method.
Background technology
Steel construction is the structure being mainly made of steel material, is one of main building construction types, structure mainly by
The components such as girder steel, steel column, steel truss made of shaped steel and steel plate etc. form, generally use weld seam, spiral shell between each component or component
Bolt or rivet interlacement.
In the steel construction used at present, I-steel is more common, but during use, deposits horizontal version in use
Deformation is easily bent, yield limit will be low, the phenomenon that steel construction easily shifts occurs, and causes whole building unstable, even
There is the peril to cave in.
The content of the invention
It is an object of the invention to provide a kind of high steel construction of yield limit intensity and its method of work, to solve background
Itd is proposed in technology be easily bent deformation, yield limit by low, steel construction easily displacement causes building unstable the problem of and
Deficiency.
The purpose of the present invention and effect are reached by technical solution in detail below：
A kind of high steel construction of yield limit intensity, including：First reinforcing plate, the first strengthening stud, I-steel, first
Fagging, the second reinforcing plate, the second strengthening stud and the second support plate；The top side of the I-steel is provided with the first reinforcing plate, and
First reinforcing plate is connected by the first strengthening stud with the first reinforcing plate；The one side of the I-steel is provided with the first support
Plate, and the first support plate is connected by welding manner with I-steel；The opposite side of the I-steel is provided with the second support plate,
And second support plate be connected by welding manner with I-steel；The bottom side of the I-steel is provided with the second reinforcing plate, and
Two reinforcing plates are connected by the second strengthening stud with I-steel.
Preferably, first reinforcing plate is equal with the width of the second reinforcing plate and the width of I-steel.
Preferably, first strengthening stud and the second strengthening stud are in the V-shaped arrangement in both sides up and down of I-steel.
Preferably, first support plate is designed with the second support plate appearance for K shapes.
Preferably, first support plate is arranged with the second support plate in the both sides of I-steel for alternating expression, and first
Fagging and the second support plate are evenly distributed on the both sides of I-steel.
The method of work of the high steel construction of above-mentioned yield limit intensity：The both sides up and down of I-steel are first beaten as requested
Then hole is mutually being fixed the first reinforcing plate with the second reinforcing plate by the first strengthening stud and the second strengthening stud, pass through
One strengthening stud and the second strengthening stud are in the design of V shape, strengthen the bearing capacity of I-steel transverse slat, then first is supported
Plate is connected with the second support plate by welding manner with I-steel, by the first support plate and the second support plate in I-steel two
Side is in the design of alternating expression arrangement, and the support force of I-steel transverse slat is made to become strong, the bearing capacity of I-steel entirety is added, makes
It during with the steel construction, is not susceptible to deform, adds the stability of the structure, make the building yield limit of entire steel construction
Become larger.
Due to the utilization of above-mentioned technical proposal, the present invention has following advantages compared with prior art：
1st, the present invention is conducive to the transverse slat of I-steel in the mistake used by the setting of the first reinforcing plate and the second reinforcing plate
Cheng Zhong adds the bearing capacity of I-steel, and the transverse slat of I-steel is made to be not susceptible to deform.
2nd, the present invention is conducive to fixed I-steel both sides up and down by the setting of the first strengthening stud and the second strengthening stud
The first reinforcing plate of mistake and the second reinforcing plate, by the setting of V-shaped (triangle), make the first strengthening stud and the second reinforcement spiral shell
First reinforcing plate and the second reinforcing plate are firmly fixed to the both sides up and down of I-steel by bolt.
3rd, the present invention is in by the first support plate and the second support plate by the setting of the first support plate and the second support plate
The arrangement of alternating expression adds the bearing capacity of I-steel, maximizes the yield limit of I-steel.
4th, the present invention is by the improvement in structure, have be not susceptible to bending, yield limit is big, steel construction stability is high
The advantages of, so as to effectively solve problem and shortage present in existing apparatus.
Description of the drawings
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is the overlooking the structure diagram of the present invention.
Fig. 3 is the supporting plate structure schematic diagram of the present invention.
In figure：First reinforcing plate 1, the first strengthening stud 2, I-steel 3, the first support plate 4, the second reinforcing plate 101, second
Strengthening stud 201, the second support plate 401.
Specific embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other without making creative work
Embodiment belongs to the scope of protection of the invention.
It please refers to Fig.1 to Fig.3, the present invention provides a kind of technical solution：
A kind of high steel construction of yield limit intensity, the first reinforcing plate 1, the first strengthening stud 2, I-steel 3, first support
Plate 4, the second reinforcing plate 101, the second strengthening stud 201 and the second support plate 401；The top side of I-steel 3 is provided with the first reinforcement
Plate 1, and the first reinforcing plate 1 is connected by the first strengthening stud 2 with the first reinforcing plate 1；The one side of I-steel 3 is provided with first
Support plate 4, and the first support plate 4 is connected by welding manner with I-steel 3；The opposite side of I-steel 3 is provided with second
Fagging 401, and the second support plate 401 is connected by welding manner with I-steel 3；The bottom side of I-steel 3 is provided with second and adds
Strong plate 101, and the second reinforcing plate 101 is connected by the second strengthening stud 201 with I-steel 3.
Specifically, the first reinforcing plate 1 is equal with the width of I-steel 3 with the width of the second reinforcing plate 101, be conducive to I-shaped
The transverse slat of steel 3 adds the bearing capacity of I-steel 3 during use, and the transverse slat of I-steel 3 is made to be not susceptible to deform.
Specifically, the V-shaped arrangement in both sides up and down of the first strengthening stud 2 and the second strengthening stud 201 in I-steel 3,
Be conducive to mistake the first reinforcing plate 1 and the second reinforcing plate 101 of fixed I-steel both sides about 3, by the setting of V-shaped, make the
First reinforcing plate 1 and the second reinforcing plate 101 are firmly fixed to I-steel 3 by one strengthening stud 2 and the second strengthening stud 201
Upper and lower both sides.
Specifically, the first support plate 4 and 401 appearance of the second support plate design for K shapes.
Specifically, the first support plate 4 and the second support plate 401 are arranged in the both sides of I-steel 3 for alternating expression, and first
4 and second support plate 401 of fagging is evenly distributed on the both sides of I-steel 3, by the first support plate and the second support plate in staggeredly
The arrangement of formula adds the bearing capacity of I-steel, maximizes the yield limit of I-steel.
The method of work of the present invention：During using the device, the both sides up and down of I-steel 3 are first punched as requested, then
First reinforcing plate 1 with the second reinforcing plate 101 by the first strengthening stud 2 and 201 phase of the second strengthening stud is being fixed, is passing through
One strengthening stud 2 and the second strengthening stud 201 are in the design of V shape, strengthen the bearing capacity of 3 transverse slat of I-steel, then by the
One support plate 4 is connected with the second support plate 401 by welding manner with I-steel 3, passes through the first support plate 4 and the second support
Plate 401 3 both sides of I-steel submission stagger the time=formula arrangement design, the support force for making 3 transverse slat of I-steel is just strong, adds I-shaped
The whole bearing capacity of steel 3, when using the steel construction, is not susceptible to deform, adds the stability of the structure, makes entire
The building yield limit of steel construction becomes larger.
In summary：A kind of high steel construction of yield limit intensity of the invention and its method of work pass through first and strengthen
The setting of plate and the second reinforcing plate is conducive to the transverse slat of I-steel during use, adds the bearing capacity of I-steel,
The transverse slat of I-steel is made to be not susceptible to deform, by the setting of the first strengthening stud and the second strengthening stud, is conducive to regular worker
The first reinforcing plate of mistake of both sides and the second reinforcing plate, by the setting of V-shaped (triangle), make the first strengthening stud above and below word steel
First reinforcing plate and the second reinforcing plate with the second strengthening stud are firmly fixed to the both sides up and down of I-steel, pass through first
The setting of fagging and the second support plate is in the arrangement of alternating expression by the first support plate and the second support plate, adds I-steel
Bearing capacity, maximize the yield limit of I-steel, solve and be easily bent deformation, yield limit holds low, steel construction
The problem of easily displacement causes building unstable.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
Understanding without departing from the principles and spirit of the present invention can carry out these embodiments a variety of variations, modification, replace
And modification, the scope of the present invention is defined by the appended.
Claims (6)
1. a kind of high steel construction of yield limit intensity, including：First reinforcing plate (1), the first strengthening stud (2), I-steel
(3), the first support plate (4), the second reinforcing plate (101), the second strengthening stud (201) and the second support plate (401)；Its feature exists
In：The top side of the I-steel (3) is provided with the first reinforcing plate (1), and the first reinforcing plate (1) passes through the first strengthening stud (2)
It is connected with the first reinforcing plate (1)；The one side of the I-steel (3) is provided with the first support plate (4), and the first support plate (4)
It is connected by welding manner with I-steel (3)；The opposite side of the I-steel (3) is provided with the second support plate (401), and
Two support plates (401) are connected by welding manner with I-steel (3)；The bottom side of the I-steel (3) is provided with the second reinforcement
Plate (101), and the second reinforcing plate (101) is connected by the second strengthening stud (201) with I-steel (3).
2. a kind of high steel construction of yield limit intensity according to claim 1, it is characterised in that：First reinforcing plate
(1) it is equal with the width of I-steel (3) with the width of the second reinforcing plate (101).
3. a kind of high steel construction of yield limit intensity according to claim 1, it is characterised in that：Described first strengthens spiral shell
Bolt (2) and the second strengthening stud (201) are in the V-shaped arrangement in both sides up and down of I-steel (3).
4. a kind of high steel construction of yield limit intensity according to claim 1, it is characterised in that：First support plate
(4) designed with the second support plate (401) appearance for K shapes.
5. a kind of high steel construction of yield limit intensity according to claim 1, it is characterised in that：First support plate
(4) arranged with the second support plate (401) in the both sides of I-steel (3) for alternating expression, and the first support plate (4) and the second support plate
(401) both sides of I-steel (3) are evenly distributed on.
6. a kind of method of work of the high steel construction of intensity of yield limit according to claim 1：Above and below I-steel (3)
Both sides are first punched as requested, and the first reinforcing plate (1) and the second reinforcing plate (101) then are being passed through the first strengthening stud (2)
It is mutually fixed with the second strengthening stud (201), is in setting for V shape by the first strengthening stud (2) and the second strengthening stud (201)
Meter strengthens the bearing capacity of I-steel (3) transverse slat, then the first support plate (4) and the second support plate (401) is passed through welding side
Formula is connected with I-steel (3), by the first support plate (4) and the second support plate (401) in I-steel (3) both sides in alternating expression
The design of arrangement makes the support force of I-steel (3) transverse slat become strong, adds the bearing capacity of I-steel (3) entirety, using this
It during steel construction, is not susceptible to deform, adds the stability of the structure, become the building yield limit of entire steel construction
Greatly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711338414.5A CN108086466A (en) | 2017-12-14 | 2017-12-14 | A kind of high steel construction of yield limit intensity and its method of work |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711338414.5A CN108086466A (en) | 2017-12-14 | 2017-12-14 | A kind of high steel construction of yield limit intensity and its method of work |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108086466A true CN108086466A (en) | 2018-05-29 |
Family
ID=62175635
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711338414.5A Withdrawn CN108086466A (en) | 2017-12-14 | 2017-12-14 | A kind of high steel construction of yield limit intensity and its method of work |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0342114A1 (en) * | 1988-05-05 | 1989-11-15 | Profilcometube | Assembly consisting of an exterior building wall such as a roof covering or cladding and a metal rail section for supporting the same |
| CN203201015U (en) * | 2013-03-11 | 2013-09-18 | 陈丽锦 | Combined type I-shaped steel component |
| CN103643812A (en) * | 2013-11-22 | 2014-03-19 | 许继集团有限公司 | Cabin roof splicing structure of prefabricated cabin and combined prefabricated cabin using same |
| CN104358312A (en) * | 2014-10-28 | 2015-02-18 | 四川华铁钢结构有限公司 | Steel framework of small-size mobile house |
| CN105604241A (en) * | 2015-12-24 | 2016-05-25 | 安徽伟宏钢结构集团股份有限公司 | Steel-structure reinforced beam for construction |
| CN205444537U (en) * | 2016-02-29 | 2016-08-10 | 西安交通大学 | Atress unit is assembled bucking restraint energy dissipation brace of welding I -shaped steel |
| CN205935402U (en) * | 2016-08-23 | 2017-02-08 | 江西省龙马钢结构有限公司 | H profiled steel structure |
-
2017
- 2017-12-14 CN CN201711338414.5A patent/CN108086466A/en not_active Withdrawn
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0342114A1 (en) * | 1988-05-05 | 1989-11-15 | Profilcometube | Assembly consisting of an exterior building wall such as a roof covering or cladding and a metal rail section for supporting the same |
| CN203201015U (en) * | 2013-03-11 | 2013-09-18 | 陈丽锦 | Combined type I-shaped steel component |
| CN103643812A (en) * | 2013-11-22 | 2014-03-19 | 许继集团有限公司 | Cabin roof splicing structure of prefabricated cabin and combined prefabricated cabin using same |
| CN104358312A (en) * | 2014-10-28 | 2015-02-18 | 四川华铁钢结构有限公司 | Steel framework of small-size mobile house |
| CN105604241A (en) * | 2015-12-24 | 2016-05-25 | 安徽伟宏钢结构集团股份有限公司 | Steel-structure reinforced beam for construction |
| CN205444537U (en) * | 2016-02-29 | 2016-08-10 | 西安交通大学 | Atress unit is assembled bucking restraint energy dissipation brace of welding I -shaped steel |
| CN205935402U (en) * | 2016-08-23 | 2017-02-08 | 江西省龙马钢结构有限公司 | H profiled steel structure |
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Application publication date: 20180529 |
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| WW01 | Invention patent application withdrawn after publication |