CN108265827A - A kind of quick assembled type steel house - Google Patents
A kind of quick assembled type steel house Download PDFInfo
- Publication number
- CN108265827A CN108265827A CN201810249132.6A CN201810249132A CN108265827A CN 108265827 A CN108265827 A CN 108265827A CN 201810249132 A CN201810249132 A CN 201810249132A CN 108265827 A CN108265827 A CN 108265827A
- Authority
- CN
- China
- Prior art keywords
- steel
- plate
- column
- support element
- assembled type
- 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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
-
- 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
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
Abstract
The invention discloses a kind of quick assembled type steel houses, the house is flat bed or tier building, it includes shear wall, the column and girder steel that are connected with each other by connecting node, the secondary beam perpendicular with it is equipped between girder steel, suitable position is equipped with stair, connecting node includes support element, the upper and lower ends of support element are welded with the identical upper plate and lower plate of shape, upper plate and lower plate are equipped with column link bolt hole, the side wall surrounding of support element is welded with several piece connecting plate, and connecting plate is equipped with beam link bolt hole.The present invention on the side wall of support element by setting connecting plate, the quick location and installation of beam and column is realized, column is bolt-connected on upper plate or lower plate, then beam is bolt-connected on connecting plate, installation procedure is greatly simplified, accelerates project progress；The insufficient weakness of ductility of sheer wall in steel building is compensated for, enhances the antidetonation crack resistence ability of shear wall.
Description
Technical field
The present invention relates to steel construction assembled architecture technical field, specifically a kind of quick assembled type steel construction room
Room.
Background technology
The steel building usually components such as the beam made of shaped steel and steel plate, column, truss form load-carrying members, with room
The building enclosures such as face, flooring and metope collectively constitute the building of whole.Steel building compared to traditional concrete construction and
Speech, with steel plate or shaped steel instead of armored concrete, intensity higher, shock resistance is more preferable.And since component can be with batch production system
Make, in-site installation, thus greatly reduce the duration.Due to the repeatable utilization of steel, building waste can be greatly reduced, it is greener
Colour circle is protected, thus is widely used in industrial building and civil buildings.
At the scene in assembling process, beam and column is connected with each other steel building, and the single weight of beam and column reaches
To 0.5-1 tons, length is 3-12 meters, beam and column to just, the quality of weld job depend primarily on the working experience of worker, take
When it is laborious, delay the construction period.The connection of especially high aerial beam and column, operating personnel needs to climb to be spelled to eminence
Pair and welding, after there is dislocation in the docking of beam and column, it is not easy to be corrected, seriously affect the quality of building.
Invention content
The object of the present invention is to provide a kind of quick assembled type steel house, to solve beam and column to just connecting when is main
It is time-consuming and laborious by artificial experience, it is impossible to the problem of meeting the requirement quickly connected.
In order to solve the above technical problems, the technical solution used in the present invention is：
A kind of quick assembled type steel house, the house are flat bed or tier building, it includes shear wall, is saved by connecting
The column and girder steel being connected with each other are put, the secondary beam perpendicular with it is equipped between the girder steel being mutually parallel in same flat bed,
Suitable position is equipped with stair, and the connecting node includes support element, and the upper and lower ends of support element are welded with identical upper of shape
Top plate and lower plate, upper plate and lower plate are equipped with column link bolt hole, and the side wall surrounding of support element is welded with several piece company
Fishplate bar, connecting plate are equipped with beam link bolt hole.
Preferably, the center of the shear wall is equipped with steel plate, and latticed reinforcing rib, steel plate are welded on the two side of steel plate
Edge be bolted to connection near column or girder steel adjacent thereto, the steel plate that connects, girder steel and vertical
Concrete has been poured between column.
Preferably, the support element is cylindric or quadrangular shape.
Preferably, the upper plate and lower plate are octagon, and the eight sides interval of upper plate and lower plate is symmetrically set
It is equipped with upstanding studs connecting hole.
Preferably, the latticed reinforcing rib by height for 6-10mm bar steel it is crisscross be formed by connecting, adjacent bar steel
Between be filled with concrete.
The present invention first assembles the bottom surface of first layer, by adjacent girder steel connecting node in assembling according to designing scheme
It connects, then secondary beam is installed between girder steel, upper pillar stand then is installed in the upper plate of each node, in the position of shear wall
On install steel plate, then carry out the assembling of first layer top surface；In design position stair are put up after assembling in first layer top surface；
First layer carries out next layer of assembling according still further to above-mentioned flow after assembling.After with all steel construction assemblings, into
Row wall is poured and is separated, then set up roof.
Beneficial effects of the present invention are：
（1）The present invention realizes the quick location and installation of beam and column, by column by setting connecting plate on the side wall of support element
It is bolt-connected on upper plate or lower plate, then beam is bolt-connected on connecting plate, greatly simplifies peace
Process is filled, accelerates project progress；
（2）The present invention filled with concrete in grid, is made up in the centrally disposed steel plate with latticed reinforcing rib of shear wall
The insufficient weakness of ductility of sheer wall in steel building enhances the antidetonation crack resistence ability of shear wall.After testing, it is this to cut
The power wall stability of itself is very good, and ductility factor is between 8-13, it is difficult to there is a situation where steel plate wall unloads, accordingly outside
The horizontal force that frame is shared will not significantly change, be advantageously implemented shear wall structure multiple tracks antidetonation.
Description of the drawings
Fig. 1 is the structure diagram of the present invention；
Fig. 2 is the structure diagram of connecting node in Fig. 1；
Fig. 3 is the structure diagram of shear wall in Fig. 1；
Fig. 4 is the structure diagram of Fig. 3 light plates；
In figure：1st, connecting node, 101, upper plate, 102, lower plate, 103, support element, 104, connecting plate, 105, beam installation spiral shell
Keyhole, 106, column installation bolt hole, 2, column, 3, girder steel, 4, secondary beam, 5, stair, 6, shear wall, 601, steel plate, 602, net
Trellis reinforcing rib, 603, bolt.
Specific embodiment
The present invention is described in further detail below in conjunction with the accompanying drawings.
A kind of quick assembled type steel house as shown in Figures 1 to 4, the house are flat bed or tier building, it
The column 2 and girder steel 3 being connected with each other including shear wall 6, by connecting node 1, the girder steel 3 being mutually parallel in same flat bed
Between be equipped with the secondary beam 4 perpendicular with it, suitable position is equipped with stair 5, and connecting node 1 includes the support element 103 of prism-shaped,
On support element 103 the identical upper plate 101 of shape and lower plate 102, upper plate 101 and lower plate 102 are welded with to both ends
Column link bolt hole 106 is equipped with, the side wall surrounding of support element 103 is welded with several piece connecting plate 104, is set on connecting plate 104
There is beam link bolt hole 105.Upper plate 101 and the eight sides that lower plate 102 is octagon, upper plate 101 and lower plate 102
Interval is symmetrically arranged with upstanding studs connecting hole 106.
The center of shear wall 6 is equipped with steel plate 601, and latticed reinforcing rib 602, steel plate are welded on the two side of steel plate 601
601 edge is fixedly attached to by bolt 603 near column 2 or girder steel 3 adjacent thereto, the steel plate connected
601st, concrete has been poured between girder steel 3 and column 2.Latticed reinforcing rib 602 is crisscross for the bar steel of 6-10mm by height
It is formed by connecting, concrete is filled between adjacent bar steel.
The present invention realizes the quick location and installation of beam and column, will stand by setting connecting plate on the side wall of support element
Column is bolt-connected on upper plate or lower plate, then beam is bolt-connected on connecting plate, greatly simplifies
Installation procedure accelerates project progress.The present invention shear wall the centrally disposed steel plate with latticed reinforcing rib, in grid
Filled with concrete, the insufficient weakness of ductility of sheer wall in steel building is compensated for, enhances the antidetonation crack resistence of shear wall
Ability.
Claims (5)
1. a kind of quick assembled type steel house, which is flat bed or tier building, it includes shear wall（6）, pass through
Connecting node（1）The column of interconnection（2）And girder steel（3）, the girder steel being mutually parallel in same flat bed（3）Between be equipped with
The secondary beam perpendicular with it（4）, suitable position is equipped with stair（5）, it is characterised in that：The connecting node（1）Including support
Part（103）, support element（103）On to both ends be welded with the identical upper plate of shape（101）And lower plate（102）, upper plate
（101）And lower plate（102）It is equipped with column link bolt hole（106）, support element（103）Side wall surrounding be welded with several piece company
Fishplate bar（104）, connecting plate（104）It is equipped with beam link bolt hole（105）.
2. a kind of quick assembled type steel house according to claim 1, it is characterised in that：The shear wall（6）'s
Center is equipped with steel plate（601）, steel plate（601）Two side on be welded with latticed reinforcing rib（602）, steel plate（601）Surrounding
Edge passes through bolt（603）It is fixedly attached near column adjacent thereto（2）Or girder steel（3）On, the steel plate that connects
（601）, girder steel（3）And column（2）Between poured concrete.
3. a kind of quick assembled type steel house according to claim 1 or 2, it is characterised in that：The support element
（103）For cylindric or quadrangular shape.
4. a kind of quick assembled type steel house according to claim 3, it is characterised in that：The upper plate（101）
And lower plate（102）For octagon, upper plate（101）And lower plate（102）Eight sides interval be symmetrically arranged with column spiral shell
Bolt connecting hole（106）.
5. a kind of quick assembled type steel house according to claim 2, it is characterised in that：The latticed reinforcing rib
（602）By height for 6-10mm bar steel it is crisscross be formed by connecting, between adjacent bar steel be filled with concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810249132.6A CN108265827A (en) | 2018-03-26 | 2018-03-26 | A kind of quick assembled type steel house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810249132.6A CN108265827A (en) | 2018-03-26 | 2018-03-26 | A kind of quick assembled type steel house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108265827A true CN108265827A (en) | 2018-07-10 |
Family
ID=62777446
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810249132.6A Pending CN108265827A (en) | 2018-03-26 | 2018-03-26 | A kind of quick assembled type steel house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108265827A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824635A (en) * | 2018-08-24 | 2018-11-16 | 四川省建筑科学研究院 | Support construction and its installation method for steel construction low-rise building |
| CN110565956A (en) * | 2019-09-11 | 2019-12-13 | 浙江大东吴杭萧绿建科技有限公司 | Assembled steel structure system and construction method thereof |
| CN114016616A (en) * | 2021-11-25 | 2022-02-08 | 华南理工大学 | Box type integral prefabricated building module connecting structure and building system |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202248390U (en) * | 2011-08-03 | 2012-05-30 | 广州容柏生建筑结构设计事务所 | Enclosed end column embedded steel plate concrete composite shear wall |
| CN104499566A (en) * | 2014-11-19 | 2015-04-08 | 浙江东南网架股份有限公司 | Assembled type special-shaped hollow column frame-shear wall housing construction system and assembling method |
| CN208251315U (en) * | 2018-03-26 | 2018-12-18 | 甘肃陇鼎建设工程（集团）有限责任公司 | A kind of quick assembled type steel house |
-
2018
- 2018-03-26 CN CN201810249132.6A patent/CN108265827A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202248390U (en) * | 2011-08-03 | 2012-05-30 | 广州容柏生建筑结构设计事务所 | Enclosed end column embedded steel plate concrete composite shear wall |
| CN104499566A (en) * | 2014-11-19 | 2015-04-08 | 浙江东南网架股份有限公司 | Assembled type special-shaped hollow column frame-shear wall housing construction system and assembling method |
| CN208251315U (en) * | 2018-03-26 | 2018-12-18 | 甘肃陇鼎建设工程（集团）有限责任公司 | A kind of quick assembled type steel house |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824635A (en) * | 2018-08-24 | 2018-11-16 | 四川省建筑科学研究院 | Support construction and its installation method for steel construction low-rise building |
| CN110565956A (en) * | 2019-09-11 | 2019-12-13 | 浙江大东吴杭萧绿建科技有限公司 | Assembled steel structure system and construction method thereof |
| CN114016616A (en) * | 2021-11-25 | 2022-02-08 | 华南理工大学 | Box type integral prefabricated building module connecting structure and building system |
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