CN105507458A - Shear wall of steel-structure civic house building - Google Patents
Shear wall of steel-structure civic house building Download PDFInfo
- Publication number
- CN105507458A CN105507458A CN201610056962.8A CN201610056962A CN105507458A CN 105507458 A CN105507458 A CN 105507458A CN 201610056962 A CN201610056962 A CN 201610056962A CN 105507458 A CN105507458 A CN 105507458A
- Authority
- CN
- China
- Prior art keywords
- steel
- building
- bridging
- shear wall
- slurry
- 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
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2002/567—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with posts or pillars made from a plurality of smaller prefabricated elements
Abstract
The invention relates to a shear wall of a steel-structure civic house building and belongs to the field of architecture. The shear wall comprises diagonal bracings, steel meshes, a keel system and composite gypsum slurry, wherein the diagonal bracings are arranged between steel-structure bearing structures and are connected with vertical columns or transverse beams, the steel meshes are arranged on one sides or two sides of diagonal bracings and are connected with the keel system, the keel system comprises transverse keels and vertical keels, and the composite gypsum slurry is formed by a mixture comprising gypsum, cement, light particles and additives by means of stirring. The transverse keels are fixedly connected with the vertical columns or the diagonal bracings, and the vertical keels are connected with the transverse keels, the transverse beams or the vertical columns. The composite gypsum slurry wraps the diagonal bracings, the keel system and the steel meshes and forms a wall after solidification, so that wall attractiveness and steel-structure architectural characteristics can be unaffected when the shear wall is arranged in the steel-structure building.
Description
Technical field
The invention belongs to building field, particularly a kind of shear wall of steel work civic building building.
Background technology
It is fast that steel building has building speed, and the advantages such as building waste is few, simple for structure, and span is large obtain the extensive use of building trade, due to the feature of steel building, initial steel building originates from industrial construction and temporary building, along with the progress of steel building technology and material manufacturing technology, steel work starts application and builds with civic building, its architectural mode is the load-carrying members adopting steel work to set up house, namely column and crossbeam, other structural elements of civic building building are increased again in the middle of load-carrying members, such as body of wall, floor, door and window etc., in existing steel building, its body of wall adopts plate-hanging type body of wall mostly, between column and beam, namely install the moulding material of composite color steel plate or gypsum plank one class additional, it is made to form wall, along with the raising of the Building technology of steel work, steel building is applied and highrise building gradually, in highrise building, in order to resist the external force such as earthquake, need the shearing resistance structure that shear wall and so on is set between the load-carrying members of building, and in steel building, most employing bridging is as the structure of shearing resistance, and this spline structure is simple, and building speed is fast, if adopt the shear wall of other architectural modes, the feature of steel building will be given and eliminate and there is no advantage, and in steel work, increase bridging, add difficulty to building wall again, if panel is arranged on the both sides of bridging, then wall is hollow, is not suitable for the use habit of civic building, is not accepted, if be arranged on one side, the outside of building can be exposed at bridging, make the attractive in appearance of building receive impact, if employing concreting, because concrete set time is long, Heavy Weight, eliminate the quick of steel building, light feature, therefore, in high-rise civil building, being treated as of shear wall hinders steel work in a factor of the popularization of residential construction area.
Summary of the invention
For the problem that the process of existing steel work shear wall in high-rise civil building field runs into, the present invention proposes the shear wall of a kind of steel work civic building building, it is characterized in that: comprise bridging, steel mesh, grid system, composite gypsum slurry; Described bridging to be arranged between steel work load-carrying members and to be connected with column or crossbeam; Described steel mesh is arranged on side or the both sides of bridging, and is connected with grid system; Described grid system comprises horizontal keel, centre keel; Described horizontal keel are fixedly connected with column or bridging; Described centre keel and horizontal keel or crossbeam or column are connected; Described composite gypsum slurry comprises gypsum, cement, light granules, and the mixture of additive can form slurry after adding stirring; Described slurry by bridging, grid system, steel mesh is wrapped in slurry inside; Described slurry solidifies rear formation body of wall.
Beneficial effect
Beneficial effect of the present invention is, does not affect body of wall attractive in appearance, do not affect the architectural character of steel work in steel building while can realizing the setting of shear wall.
Accompanying drawing explanation
Fig. 1 is internal construction schematic diagram of the present invention
1. load-carrying members, 2. bridging, 3. horizontal keel, 4. centre keel, 5. steel mesh.
Fig. 2 is the schematic diagram after spraying slurry of the present invention
1. load-carrying members, 6. composite mortar.
Detailed description of the invention
In order to further illustrate technical scheme of the present invention, now by reference to the accompanying drawings, the specific embodiment of the present invention is described; As Fig. 1, select the column of i iron as load-carrying members 1 of the length of side 240 millimeters in this example, select the equal leg angle of the length of side 60 millimeters as bridging 2, adopt two intersections, its two ends are fixedly connected with load-carrying members 1; According to designing requirement, select corresponding length, adopt the U-shaped keel of width 35 millimeters as horizontal keel 3, select wide 40 millimeters, the T-shaped keel of high 20 millimeters, as centre keel 4, select the commercially available expanded metal lath of thickness 1 millimeter as steel mesh 5; Select and comprise gypsum, cement, granular polystyrene, the mixture of additive, add water after stirring as composite mortar 6; Be fixedly connected with load-carrying members 1 at multiple horizontal keel 3 two ends respectively, horizontal homogeneous arranges the uprights vertical with load-carrying members 1, and is arranged on the both sides of bridging 2; Be connected with horizontal keel 3 by centre keel 4, interval is evenly vertical with centre keel 3; Steel mesh 5 and horizontal keel 3 and centre keel 4 are adopted and rivets or tie up the mode be connected and connect, be covered with the inner space of load-carrying members 1; The composite mortar 6 be stirred adding water adopts spraying equipment substep spraying on steel mesh 5, requires, arrange smooth, just form the structure as Fig. 2 by composite mortar 6 two sides until load-carrying members 1 inner space to be filled the thickness of wall body meeting design; Owing to having a large amount of light granules in composite mortar 6, so lightweight, do not affect the design of normal steel building, do not need the strength and stiffness increasing load-carrying members; Because the construction of grid system is identical with the construction method of steel building, do not affect building speed and the mode of steel building; Because composite mortar 6 adopts mechanically spraying construction, speed is fast, does not affect the construction speed of steel building; Due to composite mortar 6 solidify after there is the characteristic of traditional body of wall, sound insulation, heat-proof quality are excellent, and for civilian construction, people are acceptant; Owing to adopting composite mortar 6 all cage constructions to be wrapped in inside, appearance looks elegant, be applicable to secondary decoration; Because inside have employed bridging 2, effectively enhance the ability in the resistance external world shearing of steel building, enhance the safety of steel building.
Claims (1)
1. a shear wall for steel work civic building building, is characterized in that: comprise bridging, steel mesh, grid system, composite gypsum slurry; Described bridging to be arranged between steel work load-carrying members and to be connected with column or crossbeam; Described steel mesh is arranged on side or the both sides of bridging, and is connected with grid system; Described grid system comprises horizontal keel, centre keel; Described horizontal keel are fixedly connected with column or bridging; Described centre keel and horizontal keel or crossbeam or column are connected; Described composite gypsum slurry comprises gypsum, cement, light granules, and the mixture of additive can form slurry after adding stirring; Described slurry by bridging, grid system, steel mesh is wrapped in slurry inside; Described slurry solidifies rear formation body of wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610056962.8A CN105507458A (en) | 2016-01-28 | 2016-01-28 | Shear wall of steel-structure civic house building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610056962.8A CN105507458A (en) | 2016-01-28 | 2016-01-28 | Shear wall of steel-structure civic house building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105507458A true CN105507458A (en) | 2016-04-20 |
Family
ID=55715732
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610056962.8A Pending CN105507458A (en) | 2016-01-28 | 2016-01-28 | Shear wall of steel-structure civic house building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105507458A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217756A (en) * | 2017-07-26 | 2017-09-29 | 郑州三迪建筑科技有限公司 | A kind of Prefabricated steel construction house structure |
| CN114045979A (en) * | 2021-11-29 | 2022-02-15 | 江西雄宇筑工科技有限公司 | Preparation method of self-bearing heat-preservation fireproof sound-insulation polyphenyl particle cement light steel keel plate |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1263190A (en) * | 1999-06-14 | 2000-08-16 | 樊志 | Steel structure building method for renovation of old buildings |
| CN203559504U (en) * | 2013-09-25 | 2014-04-23 | 华北水利水电大学 | Built-in supporting composite insulation shear wall with double layers of steel pipes |
| KR101456411B1 (en) * | 2014-02-27 | 2014-11-04 | 충남대학교산학협력단 | Reinforcement Assembly For Coupling Beam Linked With Coupled Shear Wall |
| CN204001187U (en) * | 2014-07-11 | 2014-12-10 | 郑州三迪建筑科技有限公司 | A kind of wall body structure |
| CN104612249A (en) * | 2014-12-16 | 2015-05-13 | 内蒙古杭萧钢构有限公司 | Multi-high-rise-steel-structure house integrated system |
| CN105089177A (en) * | 2015-07-21 | 2015-11-25 | 重庆欧冠钢结构有限公司 | Prefabricated sectional steel truss concrete shear wall and manufacturing method of prefabricated sectional steel truss concrete shear wall |
-
2016
- 2016-01-28 CN CN201610056962.8A patent/CN105507458A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1263190A (en) * | 1999-06-14 | 2000-08-16 | 樊志 | Steel structure building method for renovation of old buildings |
| CN203559504U (en) * | 2013-09-25 | 2014-04-23 | 华北水利水电大学 | Built-in supporting composite insulation shear wall with double layers of steel pipes |
| KR101456411B1 (en) * | 2014-02-27 | 2014-11-04 | 충남대학교산학협력단 | Reinforcement Assembly For Coupling Beam Linked With Coupled Shear Wall |
| CN204001187U (en) * | 2014-07-11 | 2014-12-10 | 郑州三迪建筑科技有限公司 | A kind of wall body structure |
| CN104612249A (en) * | 2014-12-16 | 2015-05-13 | 内蒙古杭萧钢构有限公司 | Multi-high-rise-steel-structure house integrated system |
| CN105089177A (en) * | 2015-07-21 | 2015-11-25 | 重庆欧冠钢结构有限公司 | Prefabricated sectional steel truss concrete shear wall and manufacturing method of prefabricated sectional steel truss concrete shear wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217756A (en) * | 2017-07-26 | 2017-09-29 | 郑州三迪建筑科技有限公司 | A kind of Prefabricated steel construction house structure |
| CN114045979A (en) * | 2021-11-29 | 2022-02-15 | 江西雄宇筑工科技有限公司 | Preparation method of self-bearing heat-preservation fireproof sound-insulation polyphenyl particle cement light steel keel plate |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160420 |
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| RJ01 | Rejection of invention patent application after publication |