CN202866323U - Steel structure house with light ultrathin wall - Google Patents
Steel structure house with light ultrathin wall Download PDFInfo
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- CN202866323U CN202866323U CN 201220494063 CN201220494063U CN202866323U CN 202866323 U CN202866323 U CN 202866323U CN 201220494063 CN201220494063 CN 201220494063 CN 201220494063 U CN201220494063 U CN 201220494063U CN 202866323 U CN202866323 U CN 202866323U
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Abstract
The utility model discloses a steel structure house with a light ultrathin wall. The stell structure house with a light ultrathin wall adopts square steel of the ultrathin wall as an upright and a beam, and adopts a series of connectors with grooves. All of the machining and welding craft of the steel structure house can be finished in factories, and manufacturing is massive. The steel structure house with a light ultrathin wall is butt jointed, assembled and fixed on spot, so that the house building efficiency is high. The steel structure house with a light ultrathin wall has the advantages of being simple in assembling type, easy to operate, low in house self weight and high in strength, so that human resources are saved. The steel structure house with a light ultrathin wall can be utilized repeatedly, thereby massively saving steel resources and lowering producing cost.
Description
Technical field
The utility model belongs to the steel work room in the building engineering field, is specifically related to a kind of light-duty ultra-thin wall steel structure room.
Background technology
Steel work colored steel room or simple and easy factory building are the present normal a kind of one off houses forms that adopts, and existing steel work colored steel room or simple and easy factory building adopt the angle steel of welding as the support frame of post and beam usually, then are aided with iron watt and wall and form building structure.This building mode is Site Welding processing operation, and it is low to make up efficient, and safety factor is low.House intensity is relatively poor, and the steel that need to drop into larger quality are as support frame, and the welding job amount is large, and the dismounting trouble is difficult to recycling.
The utility model content
The utility model provides a kind of light-duty ultra-thin wall steel structure room for having steel work colored steel room or simple and easy factory building now in the problem and shortage that building process exists.
Technical scheme: the light-duty ultra-thin wall steel structure of a kind of individual layer room, comprise column, beam, roof, and top board and sidewall, it is characterized in that: column and beam are respectively the thick ultra-thin-wall square steel of 0.5～1.0mm, and dock with beam by node one or node two upper end of described column, and node one and node two all comprise three orthogonal plugs that 2.5～4.0mm is thick, wherein node two also comprises the 4th plug, one of the 4th plug and other three plugs symmetry; The middle part of each plug is provided with annular groove; The upper end of turning column adopts plug one to dock with the beam of vertical and horizontal, and the middle part column is connected with the beam of vertical and horizontal by node two; Column and beam also cave inward in groove location, and recess adopts fixed band to be fixed; The lower end of column contacts with ground by node three or is fixing, this node three is to be vertically welded with the thick square steel joint of 2.5～4.0mm at a base, the middle part of this square steel plug is provided with annular groove, the position that column lower end is sleeved on the plug groove also caves inward, and recess adopts fixed band to be fixed.
A kind of two-layer above light-duty ultra-thin wall steel structure room, comprise column, beam, roof, and top board, sidewall and stair, it is characterized in that: column and beam are respectively the thick ultra-thin-wall square steel of 0.6mm, and dock with beam by node one or node two upper end of top layer column, and node one and node two all comprise three orthogonal plugs that 2.5～4.0mm is thick, wherein node two also comprises the 4th plug, and the 4th plug and first plug are symmetrical; Column between the adjacent two layers and crossbeam are docking together by node two or node five, node five comprises five plugs that 2.5～4.0mm is thick, wherein three plugs are mutually vertical, and the 4th plug and first plug are symmetrical, the 5th plug and second plug symmetry; The middle part of each plug is provided with annular groove; The upper end of turning column adopts plug two to dock with the beam of vertical and horizontal, and the middle part column is connected with the beam of vertical and horizontal by node five; Column and beam also cave inward in groove location, and recess adopts fixed band to be fixed; The lower end of column contacts with ground by node three or is fixing, this node three is to be vertically welded with the thick square steel joint of 2.5～4.0mm at a base, the middle part of this square steel plug is provided with annular groove, the position that column lower end is sleeved on the plug groove also caves inward, and recess adopts fixed band to be fixed.
This steel work room is L shaped structure, employing node six is connected between the beam of interior corner post that adjacent wall intersects and vertical and horizontal, node six comprises six plugs that 2.5～4.0mm is thick, wherein three plugs are mutually vertical, the 4th plug and first plug are symmetrical, the 5th plug and second plug symmetry, the 6th plug and the 3rd plug symmetry; The middle part of each plug is provided with annular groove; Column and beam also cave inward in groove location, and recess adopts fixed band to be fixed.
Only have when beam docks with column longitudinally, when perhaps only having horizontal beam to dock with column, adopt node four or node seven to connect, node four is thick " ten " font structure of 2.5～4.0mm, totally four plugs, node seven is the thick T-shape structure of 2.5～4.0mm, totally three plugs; The middle part of each plug is provided with annular groove; Column and beam also cave inward in groove location, and recess adopts fixed band to be fixed.
Between column and the column, perhaps dock by node 8 between the Liang Yuliang, node 8 comprises the plug of two symmetries that 2.5～4.0mm is thick; The middle part of each plug is provided with annular groove; Column or beam also cave inward in groove location, and recess adopts fixed band to be fixed.
Node nine is adopted at the top on roof, and this node nine is included in three thick plugs of 2.5～4.0mm in the same plane, and wherein first plug and second plug angle are obtuse angle and symmetry, and the 3rd plug is positioned at the symmetrical centre of the first two plug; The middle part of each plug is provided with annular groove; Channel-section steel or square steel that the both sides, roof tilt also cave inward in groove location, and recess adopts fixed band to be fixed.
Be provided with locating hole on each plug of above-mentioned each node, ultra-thin-wall square steel end is provided with the locating hole of coupling.
Beneficial effect: 1, the utility model adopts the square steel of ultra-thin-wall as column and beam, adopt a series of reeded joints of being with, the processing of each parts in all steel work rooms and welding procedure can be finished in factory, mass production, the field joint assembly unit is fixed, the efficient that builds a house height.
2, assembling mode is simple, only by the mode of pegging graft and utilize fixed band to compress each parts docking is fixed together, and manpower are saved in easily operation.
3, compare with the house of existing angle steel welding, the utility model obviously reduces the house deadweight, improves house intensity, and compliance is stronger.
4, can reuse, the depression of ultra-thin-wall square steel end is unfolded easily, can return factory or scene and carry out evolutionary operation, so that recycling, can directly excise for not reusing the depression position, can adopt the mode of node docking to prolong for short column or beam, thereby a large amount of saving steel resource reduce production costs.
Description of drawings:
Fig. 1 is a kind of structural representation in the light-duty ultra-thin wall steel structure of the utility model room;
Fig. 2 is the roof end face structure schematic diagram of Fig. 1;
Fig. 3 is the A section structure for amplifying schematic diagram of Fig. 2;
Fig. 4～Figure 11 is respectively the structural representation of different nodes.
Among the figure, label 1 is column, and 2 is beam, and 3 is the roof, and 4 is trussed construction (braced structures), and 5 is plug, and 6 is groove, and 7 is fixed band, and 8 is clip, and 9 is base, and 10 is locating hole.D1～D9 represents respectively node one～node nine.
The specific embodiment
Embodiment 1: referring to Fig. 1, a kind of two-layer light-duty ultra-thin wall steel structure room comprises column 1, beam 2, and the room, 3, and top board, sidewall and stair.Wherein, column 1 and beam 2 adopt respectively the thick ultra-thin-wall square steel of 0.6mm.Column 1 comprises top layer column and bottom column, and beam comprises horizontal beam and beam longitudinally.Have between the part adjacent upright posts or can adopt trussed construction 4 as supporting.Every layer of column is divided into turning column and middle standing pillar, and dock with beam by node one the column upper end, turning of top layer, and dock with beam by node two the middle standing pillar upper end of top layer.Fig. 5 is the structure of node one, and Fig. 7 is the structure of node two, and among the figure, node one and node two all comprise three orthogonal plugs that 3mm is thick, and wherein the node among Fig. 7 two also comprises the 4th plug, and the 4th plug and first plug are symmetrical.The middle part of each plug 5 is provided with annular groove 6, and referring to Fig. 2 and Fig. 3, column 1 and beam 2 also cave inward in groove location, and recess adopts fixed band 7 to be fixed.
It can also be seen that among Fig. 1 that the column between the adjacent two layers and crossbeam are docking together by node two or node five.The turning column docks with horizontal and vertical beam by node two, and the middle part column docks with horizontal and vertical beam by node five.Node five comprises five plugs that 3mm is thick among Fig. 8, and wherein three plugs are mutually vertical, and the 4th plug and first plug are symmetrical, the 5th plug and second plug symmetry.The middle part of each plug 5 is provided with annular groove 6; Column 1 and beam 2 also cave inward in groove location, and recess adopts fixed band to be fixed.Simultaneously, each plug at each node is provided with locating hole 10, and ultra-thin-wall square steel end is provided with the locating hole 10 of coupling, when the beam of ultra-thin-wall lever or column dock with node, the locate mode of utilizing the ectonexine locating hole to overlap can be located accurate and effective fast.
The lower end of lower floor's column contacts with ground by node three or is fixing, this node three is to be vertically welded with the thick square steel joint of 3mm at a base 9 among Figure 11, the middle part of this square steel plug 5 is provided with annular groove 6, the position that column lower end is sleeved on the plug groove also caves inward, and recess adopts fixed band to be fixed.
By repeatedly pressure-bearing test and evenly thrust test discovery, the thickness of the ultra-thin-wall square steel in steel work of the present utility model room can reach the strength criterion in the steel work room of existing angle steel skeleton when 0.5mm, the ability to bear of ultra-thin-wall square steel increases and can strengthen gradually with its section area.Present embodiment adopts the steel work room of 0.6mm ultra-thin-wall square steel member, and its intensity is obviously greater than existing steel work room.
In addition, this steel work room is L shaped structure among Fig. 1, employing node six is connected between the beam of interior corner post that adjacent wall intersects and vertical and horizontal, node six comprises six plugs that 3mm is thick among Fig. 9, wherein three plugs are mutually vertical, the 4th plug and first plug are symmetrical, the 5th plug and second plug symmetry, the 6th plug and the 3rd plug symmetry; The middle part of each plug is provided with annular groove; Column and beam also cave inward in groove location, and recess adopts fixed band to be fixed.
Sometimes, in order to satisfy the high demand of choosing, in Fig. 1, be provided with the up and down part of both sides connection, this part only has longitudinally, and beam docks with column (perhaps only having horizontal beam to dock with column), adopt node four or node seven connections this moment, and node four is thick " ten " font structure of 3mm, totally four plugs among Fig. 6, node seven is the thick T-shape structure of 3mm, totally three plugs among Fig. 4; The middle part of each plug is provided with annular groove; Column and beam also cave inward in groove location, and recess adopts fixed band to be fixed.
One of them characteristic of the present utility model are to reuse, fixed band can be launched during recycling, because column or beam adopt the thick square steel material of 0.6mm is only arranged, can launch to process in order to again utilize for the part of square steel end depression, also can according to circumstances the end sunk part be cut, only there is the sunk part that cuts away to become waste material, the column that the ultra-thin-wall square steel is made or beam can also be reused, according to different piece height or broadband demand, select column or the beam of different length.For short column or beam, between column and the column, perhaps dock by node 8 between the Liang Yuliang, among Figure 10, node 8 comprises the plug of two symmetries that 3mm is thick; The middle part of each plug is provided with annular groove; Column or beam also cave inward in groove location, and recess adopts fixed band to be fixed.
Can also adopt node nine at the top on roof, label D9 among Fig. 1 represents node nine, this node nine is included in three thick plugs of 3mm in the same plane, and wherein first plug and second plug angle are obtuse angle and symmetry, and the 3rd plug is positioned at the symmetrical centre of the first two plug; The middle part of each plug is provided with annular groove; Channel-section steel or square steel that the both sides, roof tilt also cave inward in groove location, and recess adopts fixed band to be fixed.
Embodiment 2, and accompanying drawing is not drawn, can be with reference to figure 1, Fig. 5, Fig. 7 and Figure 11, content and embodiment one are basic identical, and something in common does not repeat, and different is: be the light-duty ultra-thin wall steel structure of a kind of individual layer room, its structure comprises column, beam, roof, and top board and sidewall.Column and beam are respectively the thick ultra-thin-wall square steel of 0.6mm, dock with beam by node one or node two upper end of described column, node one and node two all comprise three orthogonal plugs that 3mm is thick, wherein node two also comprises the 4th plug, one of the 4th plug and other three plugs symmetry; The middle part of each plug is provided with annular groove; The upper end of turning column adopts plug one to dock with the beam of vertical and horizontal, and the middle part column is connected with the beam of vertical and horizontal by node two; Column and beam also cave inward in groove location, and recess adopts fixed band to be fixed; The lower end of column contacts with ground by node three or is fixing, this node three is to be vertically welded with the thick square steel joint of 3mm at a base, the middle part of this square steel plug is provided with annular groove, the position that column lower end is sleeved on the plug groove also caves inward, and recess adopts fixed band to be fixed.
Claims (7)
1. the light-duty ultra-thin wall steel structure of individual layer room, comprise column, beam, roof, and top board and sidewall, it is characterized in that: column and beam are respectively the thick ultra-thin-wall square steel of 0.5～1.0mm, and dock with beam by node one or node two upper end of described column, and node one and node two all comprise three orthogonal plugs that 2.5～4.0mm is thick, wherein node two also comprises the 4th plug, one of the 4th plug and other three plugs symmetry; The middle part of each plug is provided with annular groove; The upper end of turning column adopts plug one to dock with the beam of vertical and horizontal, and the middle part column is connected with the beam of vertical and horizontal by node two; Column and beam also cave inward in groove location, and recess adopts fixed band to be fixed; The lower end of column contacts with ground by node three or is fixing, this node three is to be vertically welded with the thick square steel joint of 2.5～4.0mm at a base, the middle part of this square steel plug is provided with annular groove, the position that column lower end is sleeved on the plug groove also caves inward, and recess adopts fixed band to be fixed.
2. two-layer above light-duty ultra-thin wall steel structure room, comprise column, beam, roof, and top board, sidewall and stair, it is characterized in that: column and beam are respectively the thick ultra-thin-wall square steel of 0.6mm, and dock with beam by node one or node two upper end of top layer column, and node one and node two all comprise three orthogonal plugs that 2.5～4.0mm is thick, wherein node two also comprises the 4th plug, and the 4th plug and first plug are symmetrical; Column between the adjacent two layers and crossbeam are docking together by node two or node five, node five comprises five plugs that 2.5～4.0mm is thick, wherein three plugs are mutually vertical, and the 4th plug and first plug are symmetrical, the 5th plug and second plug symmetry; The middle part of each plug is provided with annular groove; The upper end of turning column adopts plug two to dock with the beam of vertical and horizontal, and the middle part column is connected with the beam of vertical and horizontal by node five; Column and beam also cave inward in groove location, and recess adopts fixed band to be fixed; The lower end of column contacts with ground by node three or is fixing, this node three is to be vertically welded with the thick square steel joint of 2.5～4.0mm at a base, the middle part of this square steel plug is provided with annular groove, the position that column lower end is sleeved on the plug groove also caves inward, and recess adopts fixed band to be fixed.
3. two-layer above light-duty ultra-thin wall steel structure room according to claim 2, it is characterized in that: this steel work room is L shaped structure, employing node six is connected between the beam of interior corner post that adjacent wall intersects and vertical and horizontal, node six comprises six plugs that 2.5～4.0mm is thick, wherein three plugs are mutually vertical, the 4th plug and first plug are symmetrical, the 5th plug and second plug symmetry, the 6th plug and the 3rd plug symmetry; The middle part of each plug is provided with annular groove; Column and beam also cave inward in groove location, and recess adopts fixed band to be fixed.
4. two-layer above light-duty ultra-thin wall steel structure room according to claim 2, it is characterized in that: only have when beam docks with column longitudinally, when perhaps only having horizontal beam to dock with column, adopt node four or node seven to connect, node four is thick " ten " font structure of 2.5～4.0mm, totally four plugs, node seven is the thick T-shape structure of 2.5～4.0mm, totally three plugs; The middle part of each plug is provided with annular groove; Column and beam also cave inward in groove location, and recess adopts fixed band to be fixed.
5. each described light-duty ultra-thin wall steel structure room according to claim 1-4, it is characterized in that: be provided with locating hole on the plug of arbitrary node, ultra-thin-wall square steel end is provided with the locating hole of coupling.
6. light-duty ultra-thin wall steel structure according to claim 1 and 2 room is characterized in that: between column and the column, perhaps between the Liang Yuliang by node 8 docking, node 8 comprises the plug of two symmetries that 2.5～4.0mm is thick; The middle part of each plug is provided with annular groove; Column or beam also cave inward in groove location, and recess adopts fixed band to be fixed.
7. light-duty ultra-thin wall steel structure according to claim 1 and 2 room, it is characterized in that: node nine is adopted at the top on roof, this node nine is included in three thick plugs of 2.5～4.0mm in the same plane, wherein first plug and second plug angle are obtuse angle and symmetry, and the 3rd plug is positioned at the symmetrical centre of the first two plug; The middle part of each plug is provided with annular groove; Channel-section steel or square steel that the both sides, roof tilt also cave inward in groove location, and recess adopts fixed band to be fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220494063 CN202866323U (en) | 2012-09-26 | 2012-09-26 | Steel structure house with light ultrathin wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220494063 CN202866323U (en) | 2012-09-26 | 2012-09-26 | Steel structure house with light ultrathin wall |
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| CN202866323U true CN202866323U (en) | 2013-04-10 |
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| CN 201220494063 Withdrawn - After Issue CN202866323U (en) | 2012-09-26 | 2012-09-26 | Steel structure house with light ultrathin wall |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102888895A (en) * | 2012-09-26 | 2013-01-23 | 河南奥斯派克科技有限公司 | Light ultrathin wall steel structure house |
| CN104988991A (en) * | 2015-06-27 | 2015-10-21 | 河南奥斯派克科技有限公司 | Thin-wall inner flange C type steel post beam connecting joint and thin-wall inner flange C type steel post beam connecting structure |
| CN107268781A (en) * | 2017-06-16 | 2017-10-20 | 内蒙古嘉裕建筑工程有限公司 | Support frame and its integrated form building system are assembled in steel construction telescopic moving |
| CN109680988A (en) * | 2017-10-19 | 2019-04-26 | 阳地钢（上海）装配式建筑股份有限公司 | Assembled steel building of skeleton construction |
| CN109680803A (en) * | 2017-10-19 | 2019-04-26 | 阳地钢（上海）装配式建筑股份有限公司 | Steel house frame |
-
2012
- 2012-09-26 CN CN 201220494063 patent/CN202866323U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102888895A (en) * | 2012-09-26 | 2013-01-23 | 河南奥斯派克科技有限公司 | Light ultrathin wall steel structure house |
| CN102888895B (en) * | 2012-09-26 | 2014-07-09 | 河南奥斯派克科技有限公司 | Light ultrathin wall steel structure house |
| CN104988991A (en) * | 2015-06-27 | 2015-10-21 | 河南奥斯派克科技有限公司 | Thin-wall inner flange C type steel post beam connecting joint and thin-wall inner flange C type steel post beam connecting structure |
| CN107268781A (en) * | 2017-06-16 | 2017-10-20 | 内蒙古嘉裕建筑工程有限公司 | Support frame and its integrated form building system are assembled in steel construction telescopic moving |
| CN109680988A (en) * | 2017-10-19 | 2019-04-26 | 阳地钢（上海）装配式建筑股份有限公司 | Assembled steel building of skeleton construction |
| CN109680803A (en) * | 2017-10-19 | 2019-04-26 | 阳地钢（上海）装配式建筑股份有限公司 | Steel house frame |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130410 Effective date of abandoning: 20140709 |
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| RGAV | Abandon patent right to avoid regrant |