CN205577105U - Steel construction can be dismantled and steel house room can be dismantled - Google Patents
Steel construction can be dismantled and steel house room can be dismantled Download PDFInfo
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- CN205577105U CN205577105U CN201620380564.7U CN201620380564U CN205577105U CN 205577105 U CN205577105 U CN 205577105U CN 201620380564 U CN201620380564 U CN 201620380564U CN 205577105 U CN205577105 U CN 205577105U
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- steel
- profile steel
- hole
- connector
- girder
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Abstract
The utility model provides a can dismantle the steel construction, including square steel, H shaped steel and connecting piece, set up the through -hole that can supply H shaped steel to pass on the square steel, the connecting piece is fixed in in the junction of H shaped steel and square steel. This kind of design forms the basic framework through trompil on the square steel and the cooperation of H shaped steel to fix through the connecting piece. This kind of simple structure is easily assembled, equally also is convenient for disassemble, is convenient for reinstallate the utilization in other places. Still providing one kind and can dismantling the steel house room, including square steel stand and H shaped steel girder, the lower extreme of square steel stand can be dismantled through the connecting piece and be fixed in the ground, the through -hole has been seted up to square steel stand lateral wall, and H shaped steel girder is fixed through the connecting piece after passing the through -hole. Fixed mode is connected to the steel construction dismantled mentioned more than this kind of steel house has adopted in the room, regards the square steel as the stand in house, regards H shaped steel as the main crossbeam in house and the main frame of roofing. Like this, each node of ensureing whole house all is detachable.
Description
Technical field
This utility model relates to building field, is specifically related to a kind of dismountable steel structure and detachable steel knot
Structure house.
Background technology
Existing steel construction mostly is fixing connection, can not dismantle after building up.Such as resettlement, can only cut by machinery
Scrap after cutting.Some is dismountable, also due to the connected mode of node is the most complicated, after inconvenience dismounting
Strange land is reinstalled.These, all can cause the serious wasting of resources.Urgently a kind of mounting means of invention
Simplicity, and directly can customize in factory, the steel construction being mounted directly to scene.The steel so built
Structural building, has efficiency of construction high, can reuse, without advantages such as building wastes.
Utility model content
The purpose of this utility model is to provide a kind of dismountable steel structure, solves above-mentioned prior art problem
In one or more.
According to an aspect of the present utility model, it is provided that dismountable steel structure, including square steel, H profile steel
And connector, square steel offers and is available for the through hole that H profile steel passes；Connector is fixed in H type
Steel and the junction of square steel.This design cooperatively forms basic subrack by perforate on square steel and H profile steel
Frame, and fixed by connector.This simple in construction is the most assembled, also allows for equally disassembling, just
In reinstalling utilization elsewhere.
In some embodiments, the shape of through hole is consistent with the shape of cross section of H profile steel, H profile steel
One end through through hole；Connector is angle shape, fixing with square steel of connector, connector
Another side fix with H profile steel.The end of H profile steel is not processed by this design, directly through logical
Hole forms basic framework.Meanwhile, the connector of angle bar shape is used.This connector makes simple, and
It is easy to fix.
In some embodiments, H profile steel is provided with spacing preiection for the one end through through hole；H type
After one end of steel penetrates through hole, spacing preiection is stuck in outside through hole；Connector is angle shape, connects
Part while fixing with square steel, the another side of connector is fixed with H profile steel.The design of this optimization,
It is designed with spacing preiection, it is intended to limit H profile steel and penetrate the length of through hole, enter one in one end of H profile steel
Step improves the stability of this steel construction.
According to another aspect of the present utility model, it is provided that dismountable steel structure house, it is characterised in that
Including square steel column and H profile steel girder, the lower end of square steel column is removably fixed in ground by connector
Base；Square steel column sidewall offers and is available for the through hole that H profile steel end of main beam penetrates, and H profile steel girder is worn
Fixed by connector after crossing through hole.This steel house have employed above-mentioned detachable steel knot
Structure connects fixed form, using square steel as the column in house, using H profile steel as the main crossbeam in house
Major architectural with roofing.Thus it is ensured that each node in whole house is dismountable.Very
Extremely, the connection between house and lot is also dismountable.
In some embodiments, the shape of through hole is consistent with the shape of cross section of H profile steel girder, H
One end of shaped steel passes through hole；Connector is angle shape, fixing with square steel column of connector,
The another side of connector is fixed with H profile steel girder.The end of H profile steel is not processed by this design,
Basic framework is formed directly through through hole.Meanwhile, the connector of angle bar shape is used.This connector system
Make simple, and be easy to fix.
In some embodiments, H profile steel girder is provided with spacing preiection for the one end through through hole；H
After one end of steel main beam penetrates through hole, spacing preiection is stuck in outside through hole；Connector is angle shape,
Connector while fixing with square steel column, the another side of connector is fixed with H profile steel girder.This
The design optimized, is designed with spacing preiection in one end of H profile steel, it is intended to limits H profile steel and penetrates through hole
Length, improve further the stability of this steel construction.
In some embodiments, the end of H profile steel girder is provided with only side the T-shaped company on the edge of a wing
Meeting portion, the orifice shapes of through hole wears in the T-shaped shape matched with T-shaped connecting portion, T-shaped connecting portion
In through hole；Spacing preiection is on H profile steel girder to be the edge of a wing of the same side with T-shaped connecting portion bottom.
This structure is the design of the one of which to aforementioned spacing preiection.This design is to H profile steel girder
End is processed, and can be a part of edge of a wing prescinding H profile steel girder one end, make H profile steel master
The end of beam is T-shaped.This design is more succinct, need not use other structure fabrication spacing preiections,
Save material, also allow for making.
In some embodiments, also include the backplate being located at H profile steel main beam exterior, backplate same
Side upper and lower side is equipped with suspension member, and the suspension member at upper and lower two ends is relative hook-shaped；The oral area of upper lower draw-bar
Width is H1, and the bottom width of upper lower draw-bar is H3；On H profile steel girder, the outside of side wing edge is provided with
The upper hanging body matched with the suspension member of backplate upper end, the outside of lower side wing edge is provided with and the extension of backplate lower end
The lower hanging body that part matches；Backplate hang on H profile steel by suspension member and upper hanging body, the mounting of lower hanging body
Girder；The distance of H profile steel girder two side wing edge is H4, and upper hanging body top is to the distance of lower hanging body bottom
For H2, the height of upper hanging body is h1；Wherein, H4 ＜ H1 ＜ H2 ＜ H3, H1-H4 ＞ h1.This
Design avoids that H profile steel is naked to be exposed on the external, heat transfer antirust, anti-.
In some embodiments, also including H profile steel secondary beam, the two ends of H profile steel secondary beam are respectively with two
Root H type girder connects；The web of H profile steel secondary beam is connected by connector with the web of H profile steel girder.
In heavy construction, only girder can not reach design standard often, thus needs secondary beam
Coordinated.In the design, the connection of girder and secondary beam still have employed the mode of connector connection and enters
Row is fixing, still dismountable purpose of embodiment.
Accompanying drawing explanation
Fig. 1 is the structural representation of dismountable steel structure；
Fig. 2 is a kind of splicing schematic diagram of dismountable steel structure；
Fig. 3 is the another kind of splicing schematic diagram of dismountable steel structure；
Fig. 4 is the structural representation of a kind of embodiment in dismountable steel structure house；
Fig. 5 is the decomposition generalized section of backplate hanging structure；
Fig. 6 is the generalized section of backplate hanging structure.
Detailed description of the invention
Below in conjunction with Figure of description, this utility model is described in more detail.
Dismountable steel structure disclosed in this utility model, as it is shown in figure 1, include square steel 10, H profile steel
20 and connector 30, described square steel 10 offers and is available for the through hole that described H profile steel 20 passes
11；Described connector 30 is fixed in described H profile steel 20 and the junction of described square steel 10.
Wherein, the design to through hole 11 can have multiple.Such as, the shape of through hole 11 can be with institute
The shape of cross section stating H profile steel 20 is consistent, and one end of described H profile steel 20 has only to directly through institute
State through hole 11.
It addition, for the stability strengthening total, it is also possible in H profile steel 20 for through described
One end of through hole 11 is provided with spacing preiection 22；One end of described H profile steel 20 penetrates described through hole 11
After, it is outside that described spacing preiection 22 is stuck in described through hole 11, limits H profile steel 20 and penetrates through hole 11
Length, prevent H profile steel 20 from moving freely in through hole 11.
It should be noted that spacing preiection 22 described herein can also have multiple design.Such as, as
Really the shape of through hole 11 is that the cross sectional shape with H profile steel 20 matches, then can be in H profile steel 20
The upper position near end, fixes a protruding block by welding or the mode such as be spirally connected.Can also be by logical
The shape in hole 11 is designed to T-shaped, and a side wing edge of H profile steel 20 end is sliced off a part, shape
Become T-shaped connecting portion 21 so that it is mate T-shaped through hole, now, do not cut the most edge of a wing and just can not enter T
Type through hole, thus become spacing preiection 22.
Connector 30 has been also mentioned above, it should be noted that connector 30 can be angle shape,
The connector 30 of angle bar shape while fixing with described square steel 10, the another side of described connector 30 with
Described H profile steel 20 is fixed.For the ease of installation and removal, the installation of angle bar shape connector is all passed through
Bolt and nut completes, and specifically, two sides of angle bar shape connector offers screw, side
Also matched screw is offered on steel 10 and H profile steel 20.Installing when, only need to be by spiral shell
Bolt just may be used through the fastening of screw nut.
Above-mentioned is a kind of dismountable steel construction, and this steel construction is generally used for the room of firm structure
Room is built.A kind of house using above-mentioned dismountable steel structure introduced below, including square steel column 100
With H profile steel girder 200, the lower end of described square steel column 100 is removably fixed in by connector 30
Ground；Described square steel column 100 sidewall offers and is available for what described H profile steel girder 200 end penetrated
Through hole 11, described H profile steel girder 200 is fixed by connector 30 after described through hole 11.This
The connector 30 at place may be used without angle bar shape connector mentioned above.
It should be noted that H profile steel girder 200 can penetrate square steel column 100, even, Ke Yi
Continue after penetrating to stretch out, and then form " bracket ".This is practicality in balcony or awning construction
High.
About through hole 11 shape, whether the concrete shape of spacing preiection 22 and spacing preiection 22 is set
The problem of shape, can be useful in above for the design in " dismountable steel structure ".
Additionally, after the framework of steel house is built, H profile steel girder 200 is the most exposed outside
Portion, easily gets rusty because making moist, and is also easily transmitted mutually by the heat of inside and outside, causes indoor refrigeration
Heating effect is the best.Accordingly, it would be desirable to arrange a kind of energy protection at the backplate outside H profile steel girder 200
60.Wherein, the same side upper and lower side of backplate 60 is equipped with suspension member 61, the described suspension member at upper and lower two ends
61 in relative hook-shaped；The oral area width of upper lower draw-bar is H1, and the bottom width of upper lower draw-bar is
H3；On described H profile steel girder 200, the outside of side wing edge is provided with and the suspension member of described backplate 60 upper end
The 61 upper hanging bodies 201 matched, the outside of lower side wing edge is provided with and the suspension member 61 of described backplate 60 lower end
The lower hanging body 202 matched；Described backplate 60 by described suspension member 61 and described upper hanging body 201, under
The mounting of hanging body 202 hang on described H profile steel girder 200；200 liang of flanks of described H profile steel girder
The distance of edge is H4, and described upper hanging body 201 top is H2 to the distance of described lower hanging body 202 bottom,
The height of described upper hanging body 201 is h1；Wherein, H4 ＜ H1 ＜ H2 ＜ H3, H1-H4 ＞ h1.This
Kind of design avoids that H profile steel is naked to be exposed on the external, heat transfer antirust, anti-.
It should be noted that above to " on ", the orientation of D score describes based on Fig. 5 and Fig. 6
The visual angle of sectional view illustrates.Actual when mounting backplate 60, it is the extension of first lower end by backplate 60
Part 61 upwards overlaps and loads hanging body 202, and makes suspension member 61 suitable for reading higher than upper extension of the upper end of backplate 60
The top of body 201, is enclosed within the suspension member 61 of upper end on upper hanging body 201, then makes backplate 60 fall,
Complete to install.
Further, in heavy construction, only girder can not reach design standard often, thus
Need secondary beam to be coordinated.And hence it is also possible to include H profile steel secondary beam 400, described H profile steel time
The two ends of beam 400 are connected with two described H profile steel girders 200 respectively；Described H profile steel secondary beam 400
Web and the web of described H profile steel girder 200 be connected by described connector 30.In the design,
The connection of girder and secondary beam still have employed connector connect mode be fixed, embodiment or can
The purpose of dismounting.
Only optimal way of the present utility model presented above, it is noted that the common skill to this area
For art personnel, on the premise of creating design without departing from this utility model, it is also possible to make some changes
Shape and improvement, within these also should be regarded as protection domain of the present utility model.
Claims (9)
1. dismountable steel structure, it is characterized in that, including square steel (10), H profile steel (20) and connector (30), described square steel (10) offers and is available for the through hole (11) that described H profile steel (20) passes；Described connector (30) is fixed on described H profile steel (20) and the junction of described square steel (10).
Dismountable steel structure the most according to claim 1, it is characterized in that, the shape of described through hole (11) is consistent with the shape of cross section of described H profile steel (20), and one end of described H profile steel (20) passes described through hole (11)；Described connector (30) is angle shape, and fixing with described square steel (10) of described connector (30), the another side of described connector (30) is fixed with described H profile steel (20).
Dismountable steel structure the most according to claim 1, it is characterised in that described H profile steel (20) is provided with spacing preiection (22) for the one end through described through hole (11)；After one end of described H profile steel (20) penetrates described through hole (11), it is outside that described spacing preiection (22) is stuck in described through hole (11)；Described connector (30) is angle shape, and fixing with described square steel (10) of described connector (30), the another side of described connector (30) is fixed with described H profile steel (20).
4. dismountable steel structure house, it is characterised in that include square steel column (100) and H profile steel girder (200), the lower end of described square steel column (100) is removably fixed in ground by connector (30)；Described square steel column (100) sidewall offers and is available for the through hole (11) that described H profile steel girder (200) end penetrates, and described H profile steel girder (200) is fixed by connector (30) afterwards through described through hole (11).
Dismountable steel structure house the most according to claim 4, it is characterized in that, the shape of described through hole (11) is consistent with the shape of cross section of described H profile steel girder (200), and one end of described H profile steel (20) passes described through hole (11)；Described connector (30) is angle shape, described connector (30) while fixing with described square steel column (100), the another side of described connector (30) and described H profile steel girder (200) are fixed.
Dismountable steel structure house the most according to claim 5, it is characterised in that described H profile steel girder (200) is provided with spacing preiection (22) for the one end through described through hole (11)；After one end of described H profile steel girder (200) penetrates described through hole (11), it is outside that described spacing preiection (22) is stuck in described through hole (11)；Described connector (30) is angle shape, described connector (30) while fixing with described square steel column (100), the another side of described connector (30) and described H profile steel girder (200) are fixed.
Dismountable steel structure house the most according to claim 6, it is characterized in that, the end of described H profile steel girder (200) is provided with only side the T-shaped connecting portion (21) on the edge of a wing, the orifice shapes of described through hole (11) is in the T-shaped shape matched with described T-shaped connecting portion (21), and described T-shaped connecting portion (21) is arranged in described through hole (11)；Described spacing preiection (22) is that described H profile steel girder (200) is upper and described T-shaped connecting portion (21) bottom is the edge of a wing of the same side.
8. according to the dismountable steel structure house described in any one of claim 4-7, it is characterized in that, also include being located at the backplate (60) that described H profile steel girder (200) is outside, the same side upper and lower side of described backplate (60) is equipped with suspension member (61), and the described suspension member (61) at upper and lower two ends is in relative hook-shaped；The oral area width of upper lower draw-bar is H1, and the bottom width of upper lower draw-bar is H3；
The outside of the upper side wing edge of described H profile steel girder (200) is provided with the upper hanging body (201) that the suspension member (61) with described backplate (60) upper end matches, and the outside of lower side wing edge is provided with the lower hanging body (202) that the suspension member (61) with described backplate (60) lower end matches；Described backplate (60) hang on described H profile steel girder (200) by described suspension member (61) and described upper hanging body (201), the mounting of lower hanging body (202)；
The distance of described H profile steel girder (200) two side wing edge is H4, and described upper hanging body (201) top is H2 to the distance of described lower hanging body (202) bottom, and the height of described upper hanging body (201) is h1；Wherein, H4 ＜ H1 ＜ H2 ＜ H3, H1-H4 ＞ h1.
9. according to the dismountable steel structure house described in any one of claim 4-7, it is characterized in that, also including H profile steel secondary beam (400), the two ends of described H profile steel secondary beam (400) are connected with two described H profile steel girders (200) respectively；The web of described H profile steel secondary beam (400) is connected by described connector (30) with the web of described H profile steel girder (200).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620380564.7U CN205577105U (en) | 2016-04-28 | 2016-04-28 | Steel construction can be dismantled and steel house room can be dismantled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620380564.7U CN205577105U (en) | 2016-04-28 | 2016-04-28 | Steel construction can be dismantled and steel house room can be dismantled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205577105U true CN205577105U (en) | 2016-09-14 |
Family
ID=56858065
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620380564.7U Expired - Fee Related CN205577105U (en) | 2016-04-28 | 2016-04-28 | Steel construction can be dismantled and steel house room can be dismantled |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205577105U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592773A (en) * | 2016-12-19 | 2017-04-26 | 新昌县思创设计咨询有限公司 | Constructional steel connection joint structure and fixing method thereof |
| CN109827722A (en) * | 2019-01-25 | 2019-05-31 | 苏州为鹿测试技术有限公司 | The full machine intensity of fixed wing aircraft and modal test frame system |
| CN114856230A (en) * | 2022-06-15 | 2022-08-05 | 济南市人防建筑设计研究院有限责任公司 | Ventilation shaft assembled steel construction shed frame that collapses among civil air defense engineering |
-
2016
- 2016-04-28 CN CN201620380564.7U patent/CN205577105U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592773A (en) * | 2016-12-19 | 2017-04-26 | 新昌县思创设计咨询有限公司 | Constructional steel connection joint structure and fixing method thereof |
| CN109827722A (en) * | 2019-01-25 | 2019-05-31 | 苏州为鹿测试技术有限公司 | The full machine intensity of fixed wing aircraft and modal test frame system |
| CN114856230A (en) * | 2022-06-15 | 2022-08-05 | 济南市人防建筑设计研究院有限责任公司 | Ventilation shaft assembled steel construction shed frame that collapses among civil air defense engineering |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160914 Termination date: 20190428 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |