CN207672836U - The outer eaves of combined and spliced formula steel house - Google Patents
The outer eaves of combined and spliced formula steel house Download PDFInfo
- Publication number
- CN207672836U CN207672836U CN201721522092.5U CN201721522092U CN207672836U CN 207672836 U CN207672836 U CN 207672836U CN 201721522092 U CN201721522092 U CN 201721522092U CN 207672836 U CN207672836 U CN 207672836U
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- fixed
- steel
- corner post
- house
- bottom plate
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Abstract
The utility model provides a kind of outer eaves of combined and spliced formula steel house, the bottom plate of outer both sides is built including being fixed on respectively by foundation bolt, then weld seam is fixed with corner post respectively on bottom plate, the top frame of arc is fixed between the corner post top of both sides, side bar is also respectively fixed on every corner post top, side bar outer end is fixed with corner post top, inner end then coordinates grafting with building；Corner post includes being provided at least two location holes setting up and down with then corresponding on steel column with steel column bottom plate weld seam fixed guide rail steel bar and be plugged in guide rail steel bar, guide rail steel bar and being bolted to connection.The height of the outer eaves of the utility model is codetermined by the height of guide rail steel bar and steel column, and height has multiple adjustable schemes, it can be required to select different height according to practical house desigh, same outer eaves is applicable to the house of a variety of floor heights, detachable recycling, utilization rate is high, energy conservation and environmental protection, suitable for building for outdoor steelframe house.
Description
Technical field
The utility model is related to building material technical field more particularly to a kind of outer eaves of combined and spliced formula steel house.
Background technology
The structure that steel construction is made of steel material is one of main building construction types, mainly by shaped steel and steel
The components such as girder steel, steel column, steel truss made of plate etc. form, generally use weld seam, bolt or rivet between each component or component
Connection.Because its dead weight is lighter, and easy construction, it is widely used in the fields such as large-sized workshop, venue, Super High.
Since the design in house is different, house floor height is also different.In actually building, common building materials heap is such as used
It builds, then needs directly to be built according to eaves design requirement outside house.And steel construction is used then to be needed directly according to room as eaves outside house
Eaves design requirement carries out cutting solder design etc. to steel outside room.And eaves outside the steel house customized according to size, Zhi Nengshi
For the house of comparable size, more difficult recycling after dismounting.
Utility model content
The technical problems to be solved in the utility model is：In order to overcome the deficiency of the prior art, the utility model to provide one
Kind can adjust eaves outside the combined and spliced formula steel house of oneself height according to house floor height, and same outer eaves height degree is adjustable, removable
Recycling is unloaded, utilization rate is high, energy conservation and environmental protection.
Technical solution adopted by the utility model to solve its technical problems is：Outside a kind of combined and spliced formula steel house
Eaves is mounted on outside steel house or other steel buildings, including is fixed on the outer both sides of building by foundation bolt respectively
Bottom plate, then weld seam is fixed with corner post respectively on the bottom plate, and the top frame of arc is fixed between the both sides corner post top
Frame is also respectively fixed with side bar on every corner post top, and the side bar outer end is fixed with corner post top, inner end then coordinates with building
Grafting；The corner post include with steel column bottom plate weld seam fixed guide rail steel bar and be plugged in guide rail steel bar, it is described to lead
Rail steel item is provided at least two location holes setting up and down and is bolted to connection with then corresponding on steel column.
Further, in order to improve the reliability of outer eaves, top frame is connected to both sides corner post including at least two arcs
Curved beam frame and perpendicular separation between top are fixed on the purlin on Curved beam frame.
Further, steel column, side bar and Curved beam frame are the steelframe of double structure and each double structure
Also uniform intervals weld seam has reinforcing rib respectively between the two-wire of steelframe.Steelframe is made using the steelframe of double structure, can effectively be carried
The mechanical performance of outer eaves is risen, intensity is high and tension wind resistance is excellent.
Further, location hole according to actual demand, can respectively be corresponded to the reinforcing rib both sides setting of steel column.Outer eaves
The degree of amplitude modulation of height is then the distance between steel column the top reinforcing rib and least significant end reinforcing rib.
The utility model has the beneficial effects that the outer eaves of combined and spliced formula steel house provided by the utility model, outer eaves
Height by the height of guide rail steel bar and steel column codetermine, and height have multiple adjustable schemes, can be according to practical house
Design requirement selects different height, same outer eaves to be applicable to the house of a variety of floor heights, detachable to reuse, utilization rate
Height, energy conservation and environmental protection, suitable for building for outdoor steelframe house.
Description of the drawings
The utility model is further illustrated with reference to the accompanying drawings and examples.
Fig. 1 is the structural schematic diagram of the utility model optimum embodiment.
Fig. 2 is the enlarged diagram at A in Fig. 1.
1, foundation bolt 2, bottom plate 3, side bar 4, guide rail steel bar 5, steel column 6, location hole 7, Curved beam frame 8, purlin in figure
Item 9, reinforcing rib 10, outer eaves ridge.
Specific implementation mode
The utility model is described in further detail presently in connection with attached drawing.These attached drawings are simplified schematic diagram,
Only illustrate the basic structure of the utility model in a schematic way, therefore it only shows composition related with the utility model.
A kind of outer eaves of combined and spliced formula steel house as depicted in figs. 1 and 2, is the utility model optimum embodiment,
Outside steel house or other steel buildings, including the outer both sides of building are fixed on by foundation bolt 1 respectively
Bottom plate 2.Then weld seam is fixed with corner post respectively on the bottom plate 2, and the top frame of arc is fixed between the both sides corner post top
Frame, in order to improve the reliability of outer eaves, top frame includes that at least two arcs are connected to the arc between the corner post top of both sides
Beam frame 7 and perpendicular separation are fixed on the purlin 8 on Curved beam frame 7.Then weld seam is fixed with outer eaves room at Curved beam frame 7 middle part
Ridge 10.
Also be respectively fixed with side bar 3 on every corner post top, 3 outer end of the side bar fixes with corner post top, inner end then with
Building cooperation grafting.Corner post include with the steel column 52 weld seam of bottom plate fixed guide rail steel bar 4 and be plugged in guide rail steel bar 4,
The guide rail steel bar 4 is provided at least two location holes 6 setting up and down and is bolted to connection with then corresponding on steel column 5
Steel column 5, side bar 3 and Curved beam frame 7 are pair of the steelframe of double structure and the steelframe of each double structure
Also uniform intervals weld seam has reinforcing rib 9 respectively between line.Steelframe is made using the steelframe of double structure, can effectively promote outer eaves
Mechanical performance, intensity is high and tension wind resistance is excellent.Location hole 6 can be corresponded into adding for steel column 5 respectively according to actual demand
9 both sides of strengthening tendons are arranged.The degree of amplitude modulation of outer eaves height degree is then between 5 the top reinforcing rib 9 of steel column and least significant end reinforcing rib 9
Distance.
The outer eaves of combined and spliced formula steel house so designed, when mounted, first according to installation requirements, in original room
Side bar 3, is then inserted and fixed, according to outer by the mounting groove that grafting is opened up with side bar 3 and coordinated on room exterior wall or steel construction
Mounting height needed for wall height and outer eaves, along guide rail steel bar 4 adjust steel column 5 height and by bolt by guide rail steel bar 4 with
Steel column 5 is locked.The height of outer eaves is codetermined by the height of guide rail steel bar 4 and steel column 5.Height is adjusted then by steel column 5
Two reinforcing ribs 9 between spacing range determine.In actual design, design can be required two adjacent according to practical house desigh
Spacing between reinforcing rib 9 makes same outer eaves be applicable to the house of a variety of floor heights, detachable to reuse, and utilization rate is high, energy saving
Environmental protection, suitable for building for outdoor steelframe house.
It is enlightenment, through the above description, related work people with the above-mentioned desirable embodiment according to the utility model
Member can carry out various changes and amendments in the range of without departing from this item utility model technological thought completely.This item is real
It is not limited to the contents of the specification with novel technical scope, it is necessary to which its technology is determined according to right
Property range.
Claims (4)
1. a kind of outer eaves of combined and spliced formula steel house, is mounted on outside steel house or other steel buildings, special
Sign is：The bottom plate (2) of outer both sides is built including being fixed on respectively by foundation bolt (1), distinguishes weld seam on the bottom plate (2)
It is fixed with corner post, is fixed with the top frame of arc on both sides bottom plate (2) between fixed corner post top, on every corner post top
It is also respectively fixed with side bar (3), side bar (3) outer end is fixed with corner post top, inner end then coordinates grafting with building；Described
Corner post include with the steel column (5) bottom plate (2) weld seam fixed guide rail steel bar (4) and be plugged in guide rail steel bar (4), it is described to lead
Rail steel item (4) is provided at least two location holes (6) setting up and down and the company of being bolted with then corresponding on steel column (5)
It connects.
2. the outer eaves of combined and spliced formula steel house as described in claim 1, it is characterised in that：The top frame includes
At least two arcs are connected to Curved beam frame (7) between the corner post top of both sides and perpendicular separation is fixed on Curved beam frame
(7) purlin (8) on.
3. the outer eaves of combined and spliced formula steel house as claimed in claim 2, it is characterised in that：The steel column (5), side
Beam (3) and Curved beam frame (7) be double structure steelframe and the two-wire of the steelframe of each double structure between it is also equal respectively
Even interval weld seam has reinforcing rib (9).
4. the outer eaves of combined and spliced formula steel house as claimed in claim 3, it is characterised in that：The location hole (6) point
Reinforcing rib (9) both sides setting of steel column (5) is not corresponded to.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721522092.5U CN207672836U (en) | 2017-11-14 | 2017-11-14 | The outer eaves of combined and spliced formula steel house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721522092.5U CN207672836U (en) | 2017-11-14 | 2017-11-14 | The outer eaves of combined and spliced formula steel house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207672836U true CN207672836U (en) | 2018-07-31 |
Family
ID=62965489
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721522092.5U Active CN207672836U (en) | 2017-11-14 | 2017-11-14 | The outer eaves of combined and spliced formula steel house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207672836U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395623A (en) * | 2020-03-27 | 2020-07-10 | 中国核工业华兴建设有限公司 | Steel arch-shaped roof structure of nuclear power station and assembling construction method thereof |
| CN113700199A (en) * | 2021-09-29 | 2021-11-26 | 深圳市云光绿建科技有限公司 | Special-shaped backdrop system |
-
2017
- 2017-11-14 CN CN201721522092.5U patent/CN207672836U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395623A (en) * | 2020-03-27 | 2020-07-10 | 中国核工业华兴建设有限公司 | Steel arch-shaped roof structure of nuclear power station and assembling construction method thereof |
| CN111395623B (en) * | 2020-03-27 | 2021-06-08 | 中国核工业华兴建设有限公司 | Steel arch-shaped roof structure of nuclear power station and assembling construction method thereof |
| CN113700199A (en) * | 2021-09-29 | 2021-11-26 | 深圳市云光绿建科技有限公司 | Special-shaped backdrop system |
| CN113700199B (en) * | 2021-09-29 | 2023-11-24 | 深圳市云光绿建科技有限公司 | Special-shaped awning system |
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