CN107060155A - A kind of welding combined steel plate shearing force wall - Google Patents
A kind of welding combined steel plate shearing force wall Download PDFInfo
- Publication number
- CN107060155A CN107060155A CN201710040079.4A CN201710040079A CN107060155A CN 107060155 A CN107060155 A CN 107060155A CN 201710040079 A CN201710040079 A CN 201710040079A CN 107060155 A CN107060155 A CN 107060155A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- force wall
- shearing force
- unit piece
- welding
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a kind of welding combined steel plate shearing force wall suitable for assembling type steel structure system, belong to technical field of structural engineering.Welding combined steel plate shearing force wall, is made up of band crimping steel plate unit piece and concrete filled, and band crimping steel plate unit piece includes plain plate part and bead portion.After welding combined steel plate shearing force wall is by the way that the unit piece is combined, mechanical rolling is carried out to end crimping and forms entirety, rear concrete filled includes rectangle region lattice formula, step sector lattice formula and delta lattice formula.Steel plate shear force wall template system is made up of crimping steel plate unit piece, and in the absence of welding, convenient construction, residual stress influence is small；Act on forming girder system by the drawknot between unit piece, good integrity；According to structural shape and construction needs, can arbitrary load form a variety of structural forms.
Description
Technical field
The present invention relates to a kind of welding combined steel plate shearing force wall suitable for assembling type steel structure system, belong to structure work
Journey technical field.
Background technology
With the continuous social and economic development with the continuous advancement of Steel Structure Industry, domestic and international assembling type steel structure is in recent years
To achieve the progress advanced by leaps and bounds.Using steel construction as assembled architecture, the advantage such as fast, recyclable is molded using steel,
The advantages such as economy, environmental protection can be fully demonstrated.In assembled arthitecutral structure system, building wall board system is as most important vertical
Load-carrying member and anti-side component, have accounted for very big proportion；Therefore, the science of building wall board system, rationally design, can be maximum
Ensure the security and economy of structure in degree.
At this stage, in assembling type steel structure system, the most frequently used panel wall system is generally steel-concrete assembled wall board,
Wherein using shaped steel or steel plate as housing or template, concrete filled, principal mode has two classes：(1) fill out mixed in welding shaped steel
Solidifying soil；(2) concrete filled after steel plate or the connection of drawknot peg is filled out using interior between steel plate.The steel form connection of these structural systems
Using welding or bolt connection：For the steel form using welding, welding capacity is big, and residual stress influence is notable, and shaping
Precision is difficult to control to, and easily has larger residual deformation；Increase for the steel form connected using peg, it is necessary to be drilled on plate
Plus quantities, and substantial amounts of peg also considerably increases the cost of product.
The content of the invention
The problem of existing for combined steel plate shearing force wall in existing assembling type steel structure, the present invention proposes a kind of welding group
Steel plate shear force wall is closed, is made up of band crimping steel plate unit piece and concrete filled.
The band crimping steel plate unit piece includes plain plate part and bead portion.
After the welding combined steel plate shearing force wall is by the way that the unit piece is combined, mechanical rolling is carried out to end crimping
Form overall, rear concrete filled.
The welding combined steel plate shearing force wall includes rectangle region lattice formula, step sector lattice formula and delta lattice
Formula.
A kind of welding combined steel plate shearing force wall proposed by the present invention, compared with traditional steel-concrete compound shear wall, tool
Standby advantages below：
(1) steel template system is made up of crimping steel plate unit piece, and in the absence of welding, convenient construction, residual stress influence is small；
(2) act on forming girder system by the drawknot between unit piece, good integrity；
(3) according to structural shape and construction needs, can arbitrary load form a variety of structural forms.
Brief description of the drawings
Fig. 1-1 is the profile of welding combined steel plate shearing force wall：Rectangle region lattice formula；
Fig. 1-2 is the profile of welding combined steel plate shearing force wall：Step sector lattice formula；
Fig. 1-3 is the profile of welding combined steel plate shearing force wall：Delta lattice formula；
Fig. 2 is the profile with crimping steel plate unit piece.
Embodiment
The embodiment that the invention will now be described in detail with reference to the accompanying drawings.
As shown in Fig. 1-1~1-3 and Fig. 2, a kind of welding combined steel plate shearing force wall includes consisting of part：
1 --- band crimping steel plate unit piece；
2 --- concrete filled.
As shown in Fig. 2 the band crimping steel plate unit piece includes plain plate part and bead portion.
As shown in Fig. 1-1~1-3, after the welding combined steel plate shearing force wall is by the way that the unit piece is combined, opposite end
Portion's crimping carries out mechanical rolling and forms entirety, rear concrete filled.
As shown in Fig. 1-1~1-3, the welding combined steel plate shearing force wall includes rectangle region lattice formula, step sector lattice
Formula and delta lattice formula.
Claims (4)
1. a kind of welding combined steel plate shearing force wall, is made up of band crimping steel plate unit piece 1 and concrete filled 2.
2. welding combined steel plate shearing force wall according to claim 1, it is characterised in that the band crimping steel plate unit piece
Include plain plate part and bead portion.
After 3. welding combined steel plate shearing force wall according to claim 1 is by the way that the unit piece is combined, end is rolled up
Side carries out mechanical rolling and forms entirety, rear concrete filled 2.
4. welding combined steel plate shearing force wall according to claim 1 comprising rectangle region lattice formula, step sector lattice formula and
Delta lattice formula.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710040079.4A CN107060155A (en) | 2017-01-18 | 2017-01-18 | A kind of welding combined steel plate shearing force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710040079.4A CN107060155A (en) | 2017-01-18 | 2017-01-18 | A kind of welding combined steel plate shearing force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107060155A true CN107060155A (en) | 2017-08-18 |
Family
ID=59598828
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710040079.4A Pending CN107060155A (en) | 2017-01-18 | 2017-01-18 | A kind of welding combined steel plate shearing force wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107060155A (en) |
Citations (13)
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|---|---|---|---|---|
| EP1972734A1 (en) * | 2007-03-22 | 2008-09-24 | Iconorm GmbH | Retaining body for an insulating board |
| CN101440651A (en) * | 2007-11-22 | 2009-05-27 | 石云锦 | 360 DEG standing seaming roof board combination |
| AU2011253543A1 (en) * | 2005-11-08 | 2011-12-15 | Neapo Oy | System and Method for Manufacturing Cellular Board |
| CN202596036U (en) * | 2012-05-29 | 2012-12-12 | 北京城建建设工程有限公司 | Seepage prevention titanium zinc plate metal roof |
| CN102995866A (en) * | 2012-11-04 | 2013-03-27 | 冯中宇 | Novel stainless steel decorative panel and production method |
| CN103147526A (en) * | 2013-03-06 | 2013-06-12 | 东南大学 | Strip-shaped grate concrete filled steel tube combined structure shear wall and preparation method thereof |
| CN103233509A (en) * | 2013-04-28 | 2013-08-07 | 东南大学 | Double-steel-sheet and concrete combined core-tube structure with built-in corrugated steel sheets |
| CN103357767A (en) * | 2013-07-05 | 2013-10-23 | 湖南三一智能控制设备有限公司 | Manufacturing method of spiral bin body and spiral bin machine system |
| CN203613677U (en) * | 2013-12-13 | 2014-05-28 | 广州市设计院 | Waveform welding reinforced steel plate-concrete combined shear wall |
| CN103835411A (en) * | 2014-01-23 | 2014-06-04 | 浙江杭萧钢构股份有限公司 | Shear wall with steel plates combined with concrete |
| CN203834735U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle combination structure consisting of continuous trapezoidal wavy steel plate |
| CN203834797U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Linear type wave-shaped web steel tube bundle combination structure |
| CN203846690U (en) * | 2014-04-30 | 2014-09-24 | 张云振 | Vertical locking edge metal roofing board |
-
2017
- 2017-01-18 CN CN201710040079.4A patent/CN107060155A/en active Pending
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2011253543A1 (en) * | 2005-11-08 | 2011-12-15 | Neapo Oy | System and Method for Manufacturing Cellular Board |
| EP1972734A1 (en) * | 2007-03-22 | 2008-09-24 | Iconorm GmbH | Retaining body for an insulating board |
| CN101440651A (en) * | 2007-11-22 | 2009-05-27 | 石云锦 | 360 DEG standing seaming roof board combination |
| CN202596036U (en) * | 2012-05-29 | 2012-12-12 | 北京城建建设工程有限公司 | Seepage prevention titanium zinc plate metal roof |
| CN102995866A (en) * | 2012-11-04 | 2013-03-27 | 冯中宇 | Novel stainless steel decorative panel and production method |
| CN103147526A (en) * | 2013-03-06 | 2013-06-12 | 东南大学 | Strip-shaped grate concrete filled steel tube combined structure shear wall and preparation method thereof |
| CN103233509A (en) * | 2013-04-28 | 2013-08-07 | 东南大学 | Double-steel-sheet and concrete combined core-tube structure with built-in corrugated steel sheets |
| CN103357767A (en) * | 2013-07-05 | 2013-10-23 | 湖南三一智能控制设备有限公司 | Manufacturing method of spiral bin body and spiral bin machine system |
| CN203613677U (en) * | 2013-12-13 | 2014-05-28 | 广州市设计院 | Waveform welding reinforced steel plate-concrete combined shear wall |
| CN103835411A (en) * | 2014-01-23 | 2014-06-04 | 浙江杭萧钢构股份有限公司 | Shear wall with steel plates combined with concrete |
| CN203834735U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle combination structure consisting of continuous trapezoidal wavy steel plate |
| CN203834797U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Linear type wave-shaped web steel tube bundle combination structure |
| CN203846690U (en) * | 2014-04-30 | 2014-09-24 | 张云振 | Vertical locking edge metal roofing board |
Non-Patent Citations (1)
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| 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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170818 |