CN103437430B - Outer flat inside butt strap arc stud welding corrugated sheet steel syndeton and construction technology - Google Patents
Outer flat inside butt strap arc stud welding corrugated sheet steel syndeton and construction technology Download PDFInfo
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- CN103437430B CN103437430B CN201310307716.1A CN201310307716A CN103437430B CN 103437430 B CN103437430 B CN 103437430B CN 201310307716 A CN201310307716 A CN 201310307716A CN 103437430 B CN103437430 B CN 103437430B
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Abstract
The present invention relates to corrugated sheet steel syndeton and construction technology, disclose a kind of outer flat inside butt strap arc stud welding corrugated sheet steel syndeton and construction technology, structure comprises Anterior Segment Wavelike steel webplate (1), rear sections Wavelike steel webplate (2), inside take steel plate (3), stud welding screw (4), nut (5) forms, described Anterior Segment Wavelike steel webplate (1), the inner side of rear sections Wavelike steel webplate (2) is all welded with stud welding screw (4), inside take steel plate (3) to be connected with stud welding screw (4), Anterior Segment Wavelike steel webplate (1), rear sections Wavelike steel webplate (2) is positioned on same axis.Take steel plate (3) in technique comprises to be fixed by stud welding screw (4), inside take the welding between steel plate (3), Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate.Adopt inside butt strap fastening inside adjacent two pieces of corrugated sheet steels in the present invention, dock groove weldering, interior fillet weld outside corrugated sheet steel, there is Stability Analysis of Structures, the advantages such as convenient, good looking appearance are installed.
Description
Technical field
The present invention relates to corrugated sheet steel syndeton and construction technology, particularly relate to a kind of outer flat inside butt strap arc stud welding corrugated sheet steel syndeton and construction technology.
Background technology
At present, because the structure of corrugated sheet steel is different from general steel plate, the cross section of corrugated sheet steel is in wave shape, has good shear behavior.Traditional corrugated sheet steel joint connection in site, general employing high-strength bolt, bolton fillet weld, manufacture because site operation is different from workshop, and corrugated sheet steel overlap joint connection method makes two pieces of corrugated sheet steels not on an axis, thus affect the stress of structure, also affect outward appearance.
Summary of the invention
The present invention is directed in existing conventional art, the method that corrugated sheet steel adopts on-the-spot overlap joint to connect, caused adjacent two pieces of corrugated sheet steels are not on an axis, thus affect the shortcoming such as stress and outward appearance out-of-flatness of structure, providing inside a kind of adjacent two pieces of corrugated sheet steels adopts inside butt strap fastening, to dock groove weldering, interior fillet weld outside corrugated sheet steel, there is Stability Analysis of Structures, install outer flat inside butt strap arc stud welding corrugated sheet steel syndeton and the construction technology of the advantages such as convenient, good looking appearance.
In order to solve the problems of the technologies described above, the present invention is solved by following technical proposals:
Outer flat inside butt strap arc stud welding corrugated sheet steel syndeton, comprise Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate, in take steel plate, stud welding screw, nut composition, the inner side of described Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate is all welded with stud welding screw, stud welding screw is taken steel plate and is used fastening nuts in passing, Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate are positioned on same axis.Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate are positioned on same axis, make total more continuous, structure stressed also more even, improve the stability of structure.
As preferably, the stud welding screw spacing that described Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate are welded with is 200-700 millimeter.
As preferably, in described, take hole steel plate having and can pass with stud welding screw.
As preferably, described stud welding screw takes steel plate in passing, and inside takes steel plate and passes through fastening nuts.Stud welding screw one end is welded with corrugated sheet steel, the other end and interiorly take after steel plate is socketed, and by fastening nuts, thus realizes being fixedly connected with of adjacent corrugated sheet steel.
As preferably, take steel plate in described and be close to Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate respectively, and connect with fillet weld.Inside take after steel plate and corrugated sheet steel be close to and be connected, the both sides of inside taking steel plate are also welded with corrugated sheet steel respectively, be conducive to the bonding strength improving adjacent corrugated sheet steel, on the other hand, also for the groove welding outside Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate provides fixing, the welding being convenient to outside is carried out.
As preferably, described Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate outside left adopt docking to connect.
As preferably, described Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate outside left have groove.
As preferably, outside described Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate, groove adopts vertical position welding welding, and vertical position welding is the gas shielded welding with hurricane globe.
Outer flat inside butt strap arc stud welding corrugated sheet steel syndeton construction technology, comprises following operation: A, by having groove, be welded with the Anterior Segment Wavelike steel webplate of stud welding screw, rear sections Wavelike steel webplate is tentatively in place; B, in take steel plate and connect stud welding screw on Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate, and pass through fastening nuts; C, in take steel plate and be connected with fillet weld inside Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate, weld outside Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate.
As preferably, in described operation C: after first confirming before welding that Anterior Segment Wavelike steel webplate, rear sections Wavelike steel webplate axis absolute altitude are correct, first tack welding, then formal welding.
The present invention is owing to have employed above technical scheme, there is significant technique effect: in the present invention, inside adjacent two pieces of corrugated sheet steels, adopt inside butt strap fastening, dock groove weldering, interior fillet weld outside corrugated sheet steel, there is Stability Analysis of Structures, the advantages such as convenient, good looking appearance are installed.
Accompanying drawing explanation
Fig. 1 is traditional corrugated sheet steel connected mode.
Fig. 2 is traditional corrugated sheet steel connected mode cross-section structure.
Fig. 3 is the structural representation of the embodiment of the present invention 1.
Fig. 4 is the cross-section structure adopting inside butt strap to connect in the embodiment of the present invention 1.
The toponym that in above accompanying drawing, each number designation refers to is as follows: wherein 1-Anterior Segment Wavelike steel webplate, 2-rear sections Wavelike steel webplate, 3-inside take steel plate, 4-stud welding screw, 5-nut.
Detailed description of the invention
The present invention is described in further detail with embodiment below in conjunction with accompanying drawing 1 to Fig. 4:
Embodiment 1
Outer flat inside butt strap arc stud welding corrugated sheet steel syndeton, as shown in Figures 1 to 4, comprise Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2, in take steel plate 3, stud welding screw 4, nut 5 form, the inner side of described Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2 is all welded with stud welding screw 4, inside take steel plate 3 to be connected with stud welding screw 4, Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2 are positioned on same axis.Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2 are positioned on same axis, make total more continuous, structure stressed also more even, improve the stability of structure.
Stud welding screw 4 spacing that Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2 are welded with is 200-700 millimeter.
Inside take hole steel plate 3 having and can pass with stud welding screw 4.The stud welding screw 4 that Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2 weld respectively, by nut 5 is tightened after taking steel plate 3 in passing.
Stud welding screw 4 takes steel plate 3 in passing, and inside takes steel plate 3 fastening by nut 5.Stud welding screw 4 one end is welded with corrugated sheet steel, the other end and interiorly take after steel plate 3 is socketed, fastening by nut 5, thus realizes being fixedly connected with of adjacent corrugated sheet steel.
Inside take steel plate 3 to be close to Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2 respectively, and connect with fillet weld.Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2 outside left adopt docking to connect.Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2 outside left have groove.Inside take after steel plate 3 and corrugated sheet steel be close to and be connected, the both sides of inside taking steel plate 3 are also welded with corrugated sheet steel respectively, be conducive to the bonding strength improving adjacent corrugated sheet steel, on the other hand, also for the groove welding outside Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2 provides fixing, the welding being convenient to outside is carried out.
Outside Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2, groove adopts vertical position welding welding, and vertical position welding is the gas shielded welding with hurricane globe.
Outer flat inside butt strap arc stud welding corrugated sheet steel syndeton construction technology, comprises following operation: A, by having groove, be welded with the Anterior Segment Wavelike steel webplate 1 of stud welding screw 4, rear sections Wavelike steel webplate 2 is tentatively in place; B, in take steel plate 3 and connect stud welding screw 4 on Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2, and fastening by nut 5; C, in take steel plate 3 and be connected with fillet weld inside Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2, weld outside Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2.
In operation C: after first confirming before welding that Anterior Segment Wavelike steel webplate 1, rear sections Wavelike steel webplate 2 axis absolute altitude are correct, first tack welding, then formal welding.
In a word, the foregoing is only preferred embodiment of the present invention, all equalizations done according to the present patent application the scope of the claims change and modify, and all should belong to the covering scope of patent of the present invention.
Claims (9)
1. outer flat inside butt strap arc stud welding corrugated sheet steel syndeton, comprise Anterior Segment Wavelike steel webplate (1), rear sections Wavelike steel webplate (2), in take steel plate (3), stud welding screw (4), nut (5) composition, it is characterized in that: described Anterior Segment Wavelike steel webplate (1), the inner side of rear sections Wavelike steel webplate (2) are all welded with stud welding screw (4), inside take steel plate (3) to be connected with stud welding screw (4), Anterior Segment Wavelike steel webplate (1), rear sections Wavelike steel webplate (2) are positioned on same axis; Take steel plate (3) in described to be close to Anterior Segment Wavelike steel webplate (1), rear sections Wavelike steel webplate (2) respectively, and connect with fillet weld.
2. outer flat inside butt strap arc stud welding corrugated sheet steel syndeton according to claim 1, is characterized in that: stud welding screw (4) spacing that described Anterior Segment Wavelike steel webplate (1), rear sections Wavelike steel webplate (2) are welded with is 200-700 millimeter.
3. outer flat inside butt strap arc stud welding corrugated sheet steel syndeton according to claim 1, is characterized in that: take hole steel plate (3) having stud welding screw (4) and can pass in described.
4. outer flat inside butt strap arc stud welding corrugated sheet steel syndeton according to claim 1, it is characterized in that: described stud welding screw (4) takes steel plate (3) in passing, and inside takes steel plate (3) fastening by nut (5).
5. outer flat inside butt strap arc stud welding corrugated sheet steel syndeton according to claim 1, is characterized in that: described Anterior Segment Wavelike steel webplate (1), rear sections Wavelike steel webplate (2) outside left adopt docking to connect.
6. outer flat inside butt strap arc stud welding corrugated sheet steel syndeton according to claim 1, is characterized in that: described Anterior Segment Wavelike steel webplate (1), rear sections Wavelike steel webplate (2) outside left have groove.
7. outer flat inside butt strap arc stud welding corrugated sheet steel syndeton according to claim 6; it is characterized in that: described Anterior Segment Wavelike steel webplate (1), rear sections Wavelike steel webplate (2) outside groove adopts vertical position welding welding, and vertical position welding is the gas shielded welding with hurricane globe.
8. outer flat inside butt strap arc stud welding corrugated sheet steel syndeton construction technology, it is characterized in that: comprise following operation: A, groove will be had, the be welded with stud welding screw Anterior Segment Wavelike steel webplate (1) of (4), rear sections Wavelike steel webplate (2) be tentatively in place, stud welding screw (4) is welded on the inner side of Anterior Segment Wavelike steel webplate (1), rear sections Wavelike steel webplate (2); B, in take steel plate (3) and connect Anterior Segment Wavelike steel webplate (1), stud welding screw (4) on rear sections Wavelike steel webplate (2), stud welding screw (4) takes steel plate (3) in passing and fastening by nut (5); C, in take steel plate (3) and Anterior Segment Wavelike steel webplate (1), rear sections Wavelike steel webplate (2) inner side fillet weld is connected, the outside groove vertical position welding of Anterior Segment Wavelike steel webplate (1), rear sections Wavelike steel webplate (2) is welded.
9. outer flat inside butt strap arc stud welding corrugated sheet steel syndeton construction technology according to claim 8, it is characterized in that: in described operation C: after first confirming before welding that Anterior Segment Wavelike steel webplate (1), rear sections Wavelike steel webplate (2) axis absolute altitude are correct, first tack welding, then formal welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310307716.1A CN103437430B (en) | 2013-07-18 | 2013-07-18 | Outer flat inside butt strap arc stud welding corrugated sheet steel syndeton and construction technology |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310307716.1A CN103437430B (en) | 2013-07-18 | 2013-07-18 | Outer flat inside butt strap arc stud welding corrugated sheet steel syndeton and construction technology |
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| Publication Number | Publication Date |
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| CN103437430A CN103437430A (en) | 2013-12-11 |
| CN103437430B true CN103437430B (en) | 2016-01-20 |
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| CN201310307716.1A Active CN103437430B (en) | 2013-07-18 | 2013-07-18 | Outer flat inside butt strap arc stud welding corrugated sheet steel syndeton and construction technology |
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Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0001095A2 (en) * | 1977-09-05 | 1979-03-21 | Reinhold Michel | Anchoring and/or joining device for concrete elements or the like |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08199819A (en) * | 1995-01-24 | 1996-08-06 | Taisei Corp | Method and equipment for constructing steel pipe column |
| JP2004027566A (en) * | 2002-06-24 | 2004-01-29 | Ishikawajima Harima Heavy Ind Co Ltd | Steel plate connecting method and steel plate connecting structure |
| JP2004125086A (en) * | 2002-10-03 | 2004-04-22 | Ishikawajima Harima Heavy Ind Co Ltd | Method and apparatus of joining steel plates |
| JP2011021711A (en) * | 2009-07-17 | 2011-02-03 | Bridge Eng:Kk | Steel sheet fastener and steel sheet joining method |
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2013
- 2013-07-18 CN CN201310307716.1A patent/CN103437430B/en active Active
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0001095A2 (en) * | 1977-09-05 | 1979-03-21 | Reinhold Michel | Anchoring and/or joining device for concrete elements or the like |
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| CN103437430A (en) | 2013-12-11 |
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Owner name: ZHEJIANG CTB CORRUGATED STEEL WEB CO., LTD. Free format text: FORMER OWNER: HANGZHOU BOSHU CIVIL ENGINEERING TECHNOLOGY CO., LTD. Effective date: 20141124 |
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Free format text: CORRECT: ADDRESS; FROM: 311215 HANGZHOU, ZHEJIANG PROVINCE TO: 314422 HANGZHOU, ZHEJIANG PROVINCE |
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Effective date of registration: 20141124 Address after: 314422, No. 168-2, village, town, Hangzhou, Xiaoshan District, Zhejiang Applicant after: Zhejiang CTB Corrugated Steel Web Co., Ltd. Address before: Hangzhou City, Zhejiang province 311215 Xiaoshan economic and Technological Development Zone, North Building 2 room 1711 Ning'an Applicant before: Hangzhou Boshu Civil Engineering Technology Co., Ltd. |
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