CN110280976A - A kind of production method of the combination beam of dislocation splicing aperture - Google Patents
A kind of production method of the combination beam of dislocation splicing aperture Download PDFInfo
- Publication number
- CN110280976A CN110280976A CN201910427089.2A CN201910427089A CN110280976A CN 110280976 A CN110280976 A CN 110280976A CN 201910427089 A CN201910427089 A CN 201910427089A CN 110280976 A CN110280976 A CN 110280976A
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- China
- Prior art keywords
- plate
- tooth socket
- socket plate
- tooth
- aperture
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K37/00—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23P—METAL-WORKING NOT OTHERWISE PROVIDED FOR; COMBINED OPERATIONS; UNIVERSAL MACHINE TOOLS
- B23P15/00—Making specific metal objects by operations not covered by a single other subclass or a group in this subclass
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/293—Joists; 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Optics & Photonics (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a kind of production methods of the combination beam of dislocation splicing aperture, include the following steps: 1), the web size and bore hole size of aperture as needed, and the plate size before not cutting is calculated, and blanking processing forms tooth socket plate I and tooth socket plate II；2), tooth socket plate I and tooth socket plate II is misplaced, tooth peak is aligned with tooth peak to be spliced, and the position be fully welded forming web at every section；3), upper lower flange is respectively perpendicular to the outside for being welded in tooth socket plate I and tooth socket plate II；4), in the end welded end plate of tooth socket plate I and tooth socket plate II；5), stiffened panel is welded in the two sides of web；6), the small space region formed between end plate, the edge of a wing and stiffening plate and between the edge of a wing and stiffening plate every interior welding sealing plate, thus formed dislocation splicing aperture part cladding the concrete combination beam present invention can guarantee component performance indicator on the basis of and meanwhile realize one-time-concreting molding and reduction steel using amount effect.
Description
[technical field]
The present invention relates to a kind of production methods of building element, and in particular to a kind of system of the combination beam of dislocation splicing aperture
Make method, belongs to construction engineering technical field.
[background technique]
Currently, China is carrying forward vigorously traditional architecture to industrialized building transition.In traditional architecture, most work
It need to complete at the construction field (site), long construction period, the problems such as environmental pollution is serious, windrow place is big, construction personnel is short become suppression
The barrier of producing building industrial progress.
Part cladding concrete combined structure (PEC structure) is produced using industrial production line, and concrete is directly poured in
In the semi-open cavity that the steel edge of a wing and steel web surround, is poured in die station and do not need separately to set template, speed of application is fast.Though PEC
Component so has above-mentioned advantage, but still needs to turn-over two-step pouring in production, increases cost of manufacture and period.And PEC component
Advantage is that concrete makes its ratio of height to thickness can break through limit value the effect of contraction of web, for the sake of guarding only on non-vertical member
It is contemplated that can make PEC component one-time-concreting double-faced forming in this way using the scheme of aperture, substantially increase producing efficiency while dropping
Low cost, but this kind of technique can't reduce steel using amount, and the hole part cut out is still included in Weight of steel.
Therefore, in order to solve the above technical problems, splicing the combination beam of aperture it is necessory to the dislocation for providing a kind of innovation
Production method, to overcome the defect in the prior art.
[summary of the invention]
To solve the above problems, the purpose of the present invention is to provide a kind of production sides of the combination beam of dislocation splicing aperture
Method can realize simultaneously one-time-concreting molding on the basis of guaranteeing the performance indicator of component and reduce the effect of steel using amount.
To achieve the above object, the technical scheme adopted by the invention is as follows: it is a kind of dislocation splicing aperture combination beam production
Method comprising following steps:
1), the web size and bore hole size of aperture as needed, is calculated the plate size before not cutting, and blanking
Processing forms tooth socket plate I and tooth socket plate II；
2), tooth socket plate I and tooth socket plate II is misplaced, tooth peak is aligned with tooth peak to be spliced, and is carried out at every section of position
It is fully welded to form web；
3), upper lower flange is respectively perpendicular to the outside for being welded in tooth socket plate I and tooth socket plate II；
4), in the end welded end plate of tooth socket plate I and tooth socket plate II；
5), stiffened panel is welded in the two sides of web；
6) the small space region, formed between end plate, the edge of a wing and stiffening plate and between the edge of a wing and stiffening plate is every interior welding
Sealing plate, to form the part cladding concrete combination beam of dislocation splicing aperture.
The production method of the combination beam of dislocation splicing aperture of the invention is further are as follows: the tooth socket plate I and tooth socket plate II
Structure is identical；The tooth socket plate I and tooth socket plate II is cut by the dislocation of same steel plate；A tooth socket is formed between adjacent teeth peak；
The tooth peak of the tooth socket corresponding teeth frid II of the tooth socket plate I；The tooth socket of the tooth peak corresponding teeth frid II of the tooth socket plate I.
The production method of the combination beam of dislocation splicing aperture of the invention is further are as follows: the tooth socket plate I and tooth socket plate II
Tooth socket surround the through-hole equidistantly arranged.
The production method of the combination beam of dislocation splicing aperture of the invention is further are as follows: after the completion of the step 5),
Between the edge of a wing, web two sides casting concrete, the concrete penetrates through through-hole.
The production method of the combination beam of dislocation splicing aperture of the invention is also are as follows: the sealing plate and the parallel setting of web.
Compared with prior art, the invention has the following beneficial effects:
1. the production method of the combination beam of dislocation splicing aperture of the invention reaches aperture by dislocation splicing, can be effective
Reduce steel using amount.Reduce the cost of processing, transport and installation.
2. the production method processing and fabricating of the combination beam of dislocation splicing aperture of the invention is convenient, by welding stiffened panel with
And sealing plate, it can effectively ensure that structural strength.
3. the production method of the combination beam of dislocation splicing aperture of the invention only need one-time-concreting can double-faced forming, pour
It is high-efficient.
[Detailed description of the invention]
Fig. 1 is the cutting schematic diagram of the tooth socket plate I and tooth socket plate II of step 1) of the present invention on same steel plate.
Fig. 2 is that the tooth socket plate I and tooth socket plate II of step 2) of the present invention weld the schematic diagram to form web.
Fig. 3 is the schematic diagram behind the web two sides welding edge of a wing of step 3) of the present invention.
Fig. 4 is the schematic diagram of step 4) of the present invention He step 5) welded end plate and stiffened panel.
Fig. 5 is the signal for the part cladding concrete combination beam that step 6) welding sealing plate of the present invention forms dislocation splicing aperture
Figure.
[specific embodiment]
It please refers to shown in Figure of description 1 to attached drawing 5, the present invention is a kind of production side of the combination beam of dislocation splicing aperture
Method comprising following steps:
1), the web size and hexagonal holes size of aperture as needed, is calculated the plate size before not cutting,
And blanking is processed, and tooth socket plate I1 and tooth socket plate II2 is formed.
2), tooth socket plate I1 and tooth socket plate II2 are misplaced, tooth peak is aligned with tooth peak to be spliced, and every section of position into
Row is fully welded to form web.
3), upper lower flange 3 is respectively perpendicular to the outside for being welded in tooth socket plate I1 and tooth socket plate II2, make tooth socket plate I1, tooth socket
Plate II2 and the edge of a wing 3 form H profile steel.
4), in the end welded end plate of tooth socket plate I1 and tooth socket plate II2, end plate can be used as the longitudinal reinforcement inside combination beam
End plate.
5), stiffened panel 5 is welded in the two sides of web 8.
6) the small space region, formed between end plate 4, the edge of a wing 3 and stiffening plate 5 and between the edge of a wing 3 and stiffening plate 5 every
Interior welding sealing plate 6, to form the part cladding concrete combination beam of dislocation splicing aperture.The sealing plate 6 and web 8 are parallel
Setting.By the way that the sealing plate 6 is arranged, biggish region can be cut, with reinforcement to eliminate under holes in soffit bring shear resistance
The problem of drop.
Further, the tooth socket plate I1 is identical with tooth socket plate II2 structure, and 7 phase of tooth peak of the two is spliced and welded and shape
At web 8.In the present embodiment, the tooth socket plate I1 and tooth socket plate II2 is cut by the dislocation of same steel plate, so as to have
Effect reduces steel using amount, and the waste material of generation also greatly reduces.
A tooth socket 9 is formed between adjacent teeth peak 7；The tooth socket 9 of tooth socket plate I1 and tooth socket plate II2 surround equidistantly arrange it is logical
Hole 10.Meanwhile the tooth peak 7 of the 9 corresponding teeth frid II2 of tooth socket of the tooth socket plate I1；The corresponding tooth socket in the tooth peak 7 of the tooth socket plate I1
The tooth socket 9 of plate II2.
Further, described mixed between the edge of a wing 3,8 two sides casting concrete of web after the completion of the step 5)
Solidifying soil perforation through-hole 10, it is only necessary to which one-time-concreting can double-faced forming.
Above specific embodiment is only the preferred embodiment of this creation, all in this wound not to limit this creation
Any modification, equivalent substitution, improvement and etc. done within the spirit and principle of work, should be included in this creation protection scope it
It is interior.
Claims (5)
1. a kind of production method of the combination beam of dislocation splicing aperture, characterized by the following steps:
1), the web size and bore hole size of aperture as needed, is calculated the plate size before not cutting, and blanking adds
Work forms tooth socket plate I and tooth socket plate II；
2), tooth socket plate I and tooth socket plate II is misplaced, tooth peak is aligned with tooth peak to be spliced, and the position is fully welded at every section
Form web；
3), upper lower flange is respectively perpendicular to the outside for being welded in tooth socket plate I and tooth socket plate II；
4), in the end welded end plate of tooth socket plate I and tooth socket plate II；
5), stiffened panel is welded in the two sides of web；
6) the small space region, formed between end plate, the edge of a wing and stiffening plate and between the edge of a wing and stiffening plate is sealed every interior welding
Plate, to form the part cladding concrete combination beam of dislocation splicing aperture.
2. the production method of the combination beam of dislocation splicing aperture as described in claim 1, it is characterised in that: the tooth socket plate I
It is identical with tooth socket plate II structure；The tooth socket plate I and tooth socket plate II is cut by the dislocation of same steel plate；Shape between adjacent teeth peak
At a tooth socket；The tooth peak of the tooth socket corresponding teeth frid II of the tooth socket plate I；The tooth peak corresponding teeth frid II's of the tooth socket plate I
Tooth socket.
3. the production method of the combination beam of dislocation splicing aperture as claimed in claim 2, it is characterised in that: the tooth socket plate I
The through-hole equidistantly arranged is surrounded with the tooth socket of tooth socket plate II.
4. the production method of the combination beam of dislocation splicing aperture as claimed in claim 3, it is characterised in that: in the step 5)
After the completion, between the edge of a wing, the casting concrete of web two sides, the concrete penetrates through through-hole.
5. the production method of the combination beam of dislocation splicing aperture as described in claim 1, it is characterised in that: the sealing plate and abdomen
The parallel setting of plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910427089.2A CN110280976A (en) | 2019-05-22 | 2019-05-22 | A kind of production method of the combination beam of dislocation splicing aperture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910427089.2A CN110280976A (en) | 2019-05-22 | 2019-05-22 | A kind of production method of the combination beam of dislocation splicing aperture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110280976A true CN110280976A (en) | 2019-09-27 |
Family
ID=68002214
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910427089.2A Pending CN110280976A (en) | 2019-05-22 | 2019-05-22 | A kind of production method of the combination beam of dislocation splicing aperture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110280976A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11343700A (en) * | 1998-05-29 | 1999-12-14 | Taisei Corp | Composed beam using cut t-steel |
| CN1480605A (en) * | 2002-09-04 | 2004-03-10 | 朴在满 | PSSC combined beam |
| CN101377088A (en) * | 2008-10-10 | 2009-03-04 | 万水 | Waveform plate web girder |
| CN201433509Y (en) * | 2009-06-17 | 2010-03-31 | 中国电子工程设计院 | Prestressed steel girder |
| CN103255877A (en) * | 2013-04-19 | 2013-08-21 | 北京工业大学 | Assembling type pre-stress honeycombed ribbed web steel beam |
| CN203808362U (en) * | 2014-01-09 | 2014-09-03 | 中冶建筑研究总院有限公司 | Castellated beam |
| CN104251038A (en) * | 2013-06-29 | 2014-12-31 | 清华大学 | Encased steel plate-concrete composite coupling beam and construction method thereof |
| CN204098355U (en) * | 2014-09-29 | 2015-01-14 | 南京工业大学 | Cellular steel web-H-shaped cross section, concrete filled steel tube edge of a wing coupled column |
| CN206127855U (en) * | 2016-09-26 | 2017-04-26 | 深圳市三义建筑***有限公司 | Perforated web formula combination beam that adds steel plate basis |
-
2019
- 2019-05-22 CN CN201910427089.2A patent/CN110280976A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11343700A (en) * | 1998-05-29 | 1999-12-14 | Taisei Corp | Composed beam using cut t-steel |
| CN1480605A (en) * | 2002-09-04 | 2004-03-10 | 朴在满 | PSSC combined beam |
| CN101377088A (en) * | 2008-10-10 | 2009-03-04 | 万水 | Waveform plate web girder |
| CN201433509Y (en) * | 2009-06-17 | 2010-03-31 | 中国电子工程设计院 | Prestressed steel girder |
| CN103255877A (en) * | 2013-04-19 | 2013-08-21 | 北京工业大学 | Assembling type pre-stress honeycombed ribbed web steel beam |
| CN104251038A (en) * | 2013-06-29 | 2014-12-31 | 清华大学 | Encased steel plate-concrete composite coupling beam and construction method thereof |
| CN203808362U (en) * | 2014-01-09 | 2014-09-03 | 中冶建筑研究总院有限公司 | Castellated beam |
| CN204098355U (en) * | 2014-09-29 | 2015-01-14 | 南京工业大学 | Cellular steel web-H-shaped cross section, concrete filled steel tube edge of a wing coupled column |
| CN206127855U (en) * | 2016-09-26 | 2017-04-26 | 深圳市三义建筑***有限公司 | Perforated web formula combination beam that adds steel plate basis |
Non-Patent Citations (1)
| Title |
|---|
| 蔡兰: "《机械零件工艺性手册》", 31 May 1995, 机械工业出版社 * |
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| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190927 |
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| RJ01 | Rejection of invention patent application after publication |