CN208251315U - A kind of quick assembled type steel house - Google Patents
A kind of quick assembled type steel house Download PDFInfo
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- CN208251315U CN208251315U CN201820405382.XU CN201820405382U CN208251315U CN 208251315 U CN208251315 U CN 208251315U CN 201820405382 U CN201820405382 U CN 201820405382U CN 208251315 U CN208251315 U CN 208251315U
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- steel
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Abstract
The utility model discloses a kind of quick assembled type steel houses, the house is leveling or tier building, it includes shear wall, by connecting node column interconnected and girder steel, the secondary beam perpendicular with it is equipped between girder steel, suitable position is equipped with stair, connecting node includes supporting element, the upper and lower ends of supporting element are welded with the identical upper plate of shape and lower plate, upper plate and lower plate are equipped with column link bolt hole, the side wall surrounding of supporting element is welded with several piece connecting plate, and connecting plate is equipped with beam link bolt hole.The utility model on the side wall of supporting element by being arranged connecting plate, the quick location and installation for realizing beam and column, column is bolt-connected on upper plate or lower plate, then beam is bolt-connected on connecting plate, installation procedure is greatly simplified, project progress is accelerated;The insufficient weakness of ductility of sheer wall in steel building is compensated for, the antidetonation crack resistence ability of shear wall is enhanced.
Description
Technical field
The utility model relates to steel construction assembled architecture technical field, specifically a kind of quick assembled type steel construction
House.
Background technique
The components such as the steel building usually beam made of fashioned iron and steel plate, column, truss constitute load-carrying members, with room
The building enclosures such as face, flooring and metope collectively constitute whole building.Steel building compared to traditional concrete construction and
Speech, with steel plate or fashioned iron instead of armored concrete, intensity is higher, and shock resistance is more preferable.And since component can be with batch production system
Make, in-site installation, thus greatly reduces the duration.It is reusable due to 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 spell to eminence
To 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.
Utility model content
The purpose of the utility model is to provide a kind of quick assembled type steel houses, when solving beam and column to positive connection
Mainly rely on artificial experience, time-consuming and laborious, the problem of not being able to satisfy the requirement quickly connected.
In order to solve the above technical problems, technical solution adopted in the utility model are as follows:
A kind of quick assembled type steel house, the house are leveling or tier building, it includes shear wall, passes through company
Node column interconnected and girder steel are connect, time perpendicular with it is equipped between the girder steel being parallel to each other in same leveling
Beam, suitable position are equipped with stair, and the connecting node includes supporting element, and it is identical that the upper and lower ends of supporting element are welded with shape
Upper plate and lower plate, upper plate and lower plate are equipped with column link bolt hole, and the side wall surrounding of supporting element is welded with several piece
Connecting plate, connecting plate are equipped with beam link bolt hole.
Preferably, the center of the shear wall is equipped with steel plate, is welded with latticed reinforcing rib, steel plate on the two sidewalls of steel plate
Edge be bolted to connection on close column or girder steel adjacent thereto, the steel plate that connects, girder steel and vertical
Concrete has been poured between column.
Preferably, the supporting 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 column link bolt hole.
Preferably, the latticed reinforcing rib is formed by connecting in a crisscross manner by the bar steel that height is 6-10mm, adjacent bar steel
Between be filled with concrete.
The utility model first assembles the bottom surface of first layer in assembly according to design scheme, and adjacent girder steel is connected
Node connects, then secondary beam is installed between girder steel, then upper pillar stand is installed in the upper plate of each node, in shear wall
Steel plate is installed on position, then carries out the assembling of first layer top surface;It is put up after assembling in design position first layer top surface
Stair;First layer carries out next layer of assembling according still further to above-mentioned process after assembling.Terminate with all steel construction assemblings
Afterwards, pouring and separating for wall is carried out, then sets up roof.
The utility model has the following beneficial effects:
(1) the utility model realizes the quick positioning peace of beam and column by the way that connecting plate is arranged on the side wall of supporting element
Dress, column is bolt-connected on upper plate or lower plate, then beam is bolt-connected on connecting plate, greatly
Installation procedure is simplified, project progress is accelerated;
(2) the utility model is provided with the steel plate of latticed reinforcing rib at the center of shear wall, is filled in grid mixed
Solidifying soil, compensates for the insufficient weakness of ductility of sheer wall in steel building, enhances the antidetonation crack resistence ability of shear wall.Through examining
It surveys, the stability of this shear wall itself is very good, and ductility factor between 8-13 is difficult that the feelings of steel plate wall unloading occur
Condition, the horizontal force that corresponding outer framework is shared will not significantly change, and be advantageously implemented shear wall structure multiple tracks antidetonation.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is the structural schematic diagram of connecting node in Fig. 1;
Fig. 3 is the structural schematic diagram of shear wall in Fig. 1;
Fig. 4 is the structural schematic diagram of Fig. 3 light plate;
In figure: 1, connecting node, 101, upper plate, 102, lower plate, 103, supporting element, 104, connecting plate, 105, Liang Lian
Connecting bolt hole, 106, column link bolt hole, 2, column, 3, girder steel, 4, secondary beam, 5, stair, 6, shear wall, 601, steel plate,
602, latticed reinforcing rib, 603, bolt.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing.
A kind of quick assembled type steel house as shown in Figures 1 to 4, the house are leveling or tier building, it
Including shear wall 6, pass through the column 2 interconnected of connecting node 1 and girder steel 3, the girder steel 3 being parallel to each other in same leveling
Between be equipped with the secondary beam 4 perpendicular with it, suitable position is equipped with stair 5, the supporting element 103 of connecting node 1 including prism-shaped,
The identical upper plate 101 of shape and lower plate 102, upper plate 101 and lower plate 102 are welded with to both ends on supporting element 103
It is equipped with column link bolt hole 106, the side wall surrounding of supporting element 103 is welded with several piece connecting plate 104, sets on connecting plate 104
There is beam link bolt hole 105.Upper plate 101 and lower plate 102 are octagon, the eight sides of upper plate 101 and lower plate 102
Interval is symmetrically arranged with column link bolt hole 106.
The center of shear wall 6 is equipped with steel plate 601, is welded with latticed reinforcing rib 602, steel plate on the two sidewalls of steel plate 601
601 edge is fixedly attached on close column 2 or girder steel 3 adjacent thereto by bolt 603, the steel plate connected
601, concrete has been poured between girder steel 3 and column 2.Latticed reinforcing rib 602 is criss-cross by the bar steel that height is 6-10mm
It is formed by connecting, concrete is filled between adjacent bar steel.
The utility model realizes the quick location and installation of beam and column by the way that connecting plate is arranged on the side wall of supporting element,
Column is bolt-connected on upper plate or lower plate, then beam is bolt-connected on connecting plate, it is greatly simple
Change installation procedure, accelerates project progress.The utility model is provided with the steel of latticed reinforcing rib at the center of shear wall
Plate is filled with concrete in grid, compensates for the insufficient weakness of ductility of sheer wall in steel building, enhances the anti-of shear wall
Shake crack resistence ability.
Claims (5)
1. a kind of quick assembled type steel house, which is leveling or tier building, it includes shear wall (6), passes through
Connecting node (1) column interconnected (2) and girder steel (3) are equipped between the girder steel (3) being parallel to each other in same leveling
The secondary beam (4) perpendicular with it, suitable position are equipped with stair (5), it is characterised in that: the connecting node (1) includes support
Part (103) is welded with the identical upper plate of shape (101) and lower plate (102), upper plate to both ends on supporting element (103)
(101) and lower plate (102) is equipped with column link bolt hole (106), and the side wall surrounding of supporting element (103) is welded with several piece company
Fishplate bar (104), connecting plate (104) are 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)
Center is equipped with steel plate (601), is welded with latticed reinforcing rib (602) on the two sidewalls of steel plate (601), the surrounding of steel plate (601)
Edge is fixedly attached on close column (2) adjacent thereto or girder steel (3) by bolt (603), the steel plate connected
(601), concrete has been poured between girder steel (3) and column (2).
3. a kind of quick assembled type steel house according to claim 1 or 2, it is characterised in that: the supporting element
It (103) is 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)
It is octagon with lower plate (102), the eight sides interval of upper plate (101) and lower plate (102) is symmetrically arranged with column and connects
Connecting bolt 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) it is formed by connecting in a crisscross manner by the bar steel that height is 6-10mm, concrete is filled between adjacent bar steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201820405382.XU CN208251315U (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 |
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CN201820405382.XU CN208251315U (en) | 2018-03-26 | 2018-03-26 | A kind of quick assembled type steel house |
Publications (1)
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CN208251315U true CN208251315U (en) | 2018-12-18 |
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CN201820405382.XU Active CN208251315U (en) | 2018-03-26 | 2018-03-26 | A kind of quick assembled type steel house |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108265827A (en) * | 2018-03-26 | 2018-07-10 | 甘肃陇鼎建设工程(集团)有限责任公司 | A kind of quick assembled type steel house |
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2018
- 2018-03-26 CN CN201820405382.XU patent/CN208251315U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108265827A (en) * | 2018-03-26 | 2018-07-10 | 甘肃陇鼎建设工程(集团)有限责任公司 | A kind of quick assembled type steel house |
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