CN101328723A - Steel wall composite connection parts and steel wall composite structure using the same - Google Patents
Steel wall composite connection parts and steel wall composite structure using the same Download PDFInfo
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- CN101328723A CN101328723A CNA2008100209651A CN200810020965A CN101328723A CN 101328723 A CN101328723 A CN 101328723A CN A2008100209651 A CNA2008100209651 A CN A2008100209651A CN 200810020965 A CN200810020965 A CN 200810020965A CN 101328723 A CN101328723 A CN 101328723A
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- steel wall
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Abstract
The invention aims to provide a steel wall combined connecting piece and a steel wall combined structure adopting the connecting piece. The steel wall combined connecting piece consists of three cylinder bodies which are perpendicular to one another. The steel wall combined structure comprises a steel wall cylinder body and the connecting piece, wherein, the connecting piece consists of the three cylinder bodies which are perpendicular to one another, the cross section of the steel wall cylinder body or one corner of the cross section or one side of the cross section has a hollow closing structure, shapes of the cross sections of the three cylinder bodies of the connecting piece are matched with the hollow closing structure, the three cylinder bodies are respectively inserted into the three hollow closing structures of the steel wall cylinder body to combine and form a steel wall framework; and the cross section of the steel wall cylinder body is preferred to be a '9' shape. The steel wall combined structure also comprises a wall board. As a preferable proposal, the wall board is provided with a mounting hole and is preferably arranged on the surface of the steel wall framework detachably. The structure is stable, the intensity is high, the heat resisting property and the dampproof and fireproof properties are good; the construction is simple, the assembly is flexible, the wet operation is not performed on the spot; fallibilities and devices can be positioned accurately and arranged flexibly or fixedly on the surface of the wall body.
Description
Technical field
The present invention relates to the steel wall composite construction of a kind of steel wall combined connection component and this connector of employing, belong to technical field of buildings.
Background technology
Concrete wall system deadweight at present commonly used is big, long construction period, and heat-resisting, moisture resistance and fire prevention aspect poor-performing; For emulation steel wall system structure commonly used built on the sand, the existing systems structure adopts " side " steel as chassis body more, and structure built on the sand, and is yielding; Steel wall framing and the mode that adopts rivet being connected of wallboard are unfavorable for dismounting more in addition, often need change the environment that the equipment facility is installed for metope, and installation difficulty is big, and is dumb; Metope is prone to problem, and is difficult for changing the maintenance cost height.
Summary of the invention
The objective of the invention is to, a kind of steel wall combined connection component is provided, being used for the steel wall composite construction, can to make it structure firm, quick for installation.
The present invention also aims to, a kind of steel wall composite construction that adopts above-mentioned steel wall combined connection component is provided.
In order to achieve the above object, technical scheme of the present invention is as follows:
A kind of steel wall combined connection component is made up of three orthogonal cylinders, is " XYZ axle " shape connector.
A kind of steel wall composite construction, comprise steel wall column body and connector, it is characterized in that connector is made up of three orthogonal cylinders, steel wall column body cross section or cross section one jiao or the whole side of cross section are hollow closing structure, three the cylinder shape of cross sections and the described hollow closing structure of described connector match, insert respectively in the hollow closing structure of three described steel wall column bodies and form a fixed connection, be combined to form steel wall framing.Can adopt usual manner to fix, fix as welding, structure glue etc.
The cross section of described steel wall column body be preferably "
" shape, process by the steel plate one-shot forming.
Described steel wall composite construction can also comprise tie-beam, is connected and fixed adjacent steel wall column body parallel to each other.Described tie-beam is preferably channel-section steel.
Described steel wall composite construction can also comprise the triangle brace, is connected and fixed mutually perpendicular steel wall column body.
Described steel wall composite construction also comprises wallboard.As preferred version, described wallboard is provided with installing hole, and preferred installing hole is set to square hole.The removable described steel wall framing surface that is installed in of wallboard.Preferred described steel wall column body and wallboard are equipped with fixing hole on the relevant position, so that described wallboard is fixed on the steel wall framing surface with securing member.
Adopt the present invention, with described " XYZ axle " shape connector as steel wall combined connection component, not only easy for installation, quick, and owing to three cylinders of connector insert respectively in three described steel wall column bodies, contact area is big, can effectively disperse load, with respect to the existing simple welding procedure that steel wall column body is linked together, bonding strength is higher, structure is more firm.When the cross section of the steel wall column body that adopts be "
" shape, and when processing by the steel plate one-shot forming, owing to combine the design feature of square steel and channel-section steel, both can conveniently install, had the high advantage of intensity of channel-section steel again, further improved the intensity of steel wall composite construction.Adopt fixing parallel to each other with the vertical steel wall column body of tie-beam and triangle brace, can effectively improve the intensity of steel wall composite construction.
Adopt the wallboard of described band installing hole in the steel wall composite construction, surface of wall can accurately be located, be fixedly mounted equipment facility flexibly, and being particularly suitable for metope needs often to change the place that equipment facility is installed.When steel wall framing is connected so that screw assembly is removable with wallboard, if wallboard damages, can only need to change the wallboard that damages, and need not change whole steel wall composite construction, help making the best use of everything, cut the waste, economize on resources.
The present invention can solve the system problem of body of wall at present commonly used preferably, and its structure is firm, the intensity height; Heat-resisting, moistureproof and fire prevention; Construction is simple, and assembling is flexible, on-the-spot wet-less operation; Equipment facility can accurately be located, be fixedly mounted flexibly to surface of wall.Be particularly suitable for metope and need often to change the place that equipment facility is installed.
Description of drawings
Fig. 1 is a steel wall combined connection component structural representation of the present invention;
Fig. 2 is the structural representation that steel wall combined connection component of the present invention is connected with steel wall column body;
Fig. 3 is the structural representation of steel wall column body among Fig. 2;
Fig. 4 is a triangle brace schematic diagram;
Fig. 5 is the tie-beam structural representation;
Fig. 6 is the schematic diagram of steel wall composite construction of the present invention;
Fig. 7 is the wall plate structure schematic diagram.
Fig. 8 is the wallboard scheme of installation
The specific embodiment
Below in conjunction with accompanying drawing the present invention is elaborated.
As shown in Figure 1, steel wall combined connection component 1 is made up of three orthogonal cylinders.
Shown in Fig. 2-7, three cylinders of steel wall combined connection component 1 insert respectively three "
" form in the hole of shape steel wall column body 2 and connect, carry out further fixing then through welding.As shown in Figure 2, steel wall framing connector 1 and the steel wall framing that steel wall column body 2 is connected can guarantee that steel wall column body 2 is orthogonal each other, and structure is not yielding.Obviously, steel wall column body also can adopt following structure: cross section or cross section one jiao or a side of cross section are hollow closing structure, as long as three the cylinder shape of cross sections and the described hollow closing structure of described fixed connecting piece match, can be effective equally after connecting as stated above.
Be connected to each other by triangle brace 3 between orthogonal two steel wall column bodies 2, reinforce.Connect the flexural deformation that carrying steel wall column body 2 is non axial between the adjacent steel wall column body 2 that is parallel to each other by tie-beam 4.Tie-beam 4 is a channel-section steel.Can be according to apart from the requirement of bond strength the quantity of tie-beam being set suitably between the adjacent steel wall column body 2, as between the steel wall column body 23 parallel tie-beams being set up and down among Fig. 6.
The steel wall composite construction is made up of steel wall framing 5 and wallboard 6.Steel wall framing 5 as previously mentioned, wallboard 6 is a steel plate, is provided with a plurality of small square holes 9, pitch of holes and hole size can be adjusted according to actual mode of occupation, with convenient various installation environments.(screw connection fittings kind is optional for the back side of aperture 9 configurable in actual applications installation screw connection fittings, convenient different installation requirements), in the front of wallboard 6, the hard-wired equipment and material of needs is fixed in the screw coupling assembling by using the screw that is complementary with the screw coupling assembling.When the screw coupling assembling has problem, do not need to change whole wallboard 6, only needing that wallboard 6 is pulled down replacing has that group screw coupling assembling of damage to get final product.Wallboard 6 both sides are left 2 fixing holes 7 respectively, make things convenient for screw that steel porthole plate 6 is fixedly mounted on the steel wall framing 5.For the purpose of attractive in appearance, wallboard is provided with flanging at periphery, makes the surface of the steel wall composite construction after installing be surrounded by wallboard 6, and can not see steel wall framing 5.Install for convenience, on the flanging of wallboard 6, offer breach 8, in case wallboard is blocked by steel wall framing 5 when installing with the corresponding position of the ledge of steel wall framing 5.Be provided with wallboard 6 accurately positioning and fixing equipment facility is installed, for example wall-hanging wall cabinet or shelf or electrical equipment, but level, vertical or inclination certain angle is fixing.
Described steel wall composite construction can dismounting transportation, and can assembled on site, and do not sacrifice any structure integrality or the quality that finally assembles.Simultaneously, this steel wall composite construction can play the effect of shielding when reality is used.
Described steel wall composite construction is equipped with complete top board, side plate, backboard and grounding assembly usually.Top board, side plate and backboard can be configured to orifice plate or common plate according to actual needs.
Claims (10)
1, a kind of steel wall combined connection component is characterized in that being made up of three orthogonal cylinders.
2, a kind of steel wall composite construction, comprise steel wall column body (2) and connector (1), it is characterized in that connector (1) is made up of three orthogonal cylinders, steel wall column body (2) cross section or cross section one jiao or the whole side of cross section are hollow closing structure, three the cylinder shape of cross sections and the described hollow closing structure of described connector (1) match, insert respectively in the hollow closing structure of three described steel wall column bodies (2) and form a fixed connection, be combined to form steel wall framing (5).
3, steel wall composite construction as claimed in claim 2 is characterized in that the cross section of described steel wall column body (2) is
Shape.
4, steel wall composite construction as claimed in claim 2 is characterized in that also comprising tie-beam (4), is connected and fixed adjacent steel wall column body (2) parallel to each other.
5, steel wall composite construction as claimed in claim 2 is characterized in that also comprising triangle brace (3), is connected and fixed mutually perpendicular steel wall column body (2).
6, steel wall composite construction as claimed in claim 2 is characterized in that also comprising wallboard (6).
7, steel wall composite construction as claimed in claim 6 is characterized in that described wallboard is provided with installing hole (9).
8, steel wall composite construction as claimed in claim 7 is characterized in that described installing hole is square hole (9).
9,, it is characterized in that removable described steel wall framing (5) surface that is installed in of described wallboard (6) as each described steel wall composite construction of claim 6-8.
10, steel wall composite construction as claimed in claim 9 is characterized in that described steel wall column body (2) and wallboard (6) are equipped with fixing hole (7) on the relevant position, so that described wallboard (6) is fixed on steel wall framing (5) surface with securing member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008100209651A CN101328723A (en) | 2008-08-01 | 2008-08-01 | Steel wall composite connection parts and steel wall composite structure using the same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008100209651A CN101328723A (en) | 2008-08-01 | 2008-08-01 | Steel wall composite connection parts and steel wall composite structure using the same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101328723A true CN101328723A (en) | 2008-12-24 |
Family
ID=40204721
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2008100209651A Pending CN101328723A (en) | 2008-08-01 | 2008-08-01 | Steel wall composite connection parts and steel wall composite structure using the same |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101328723A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105951990A (en) * | 2016-06-16 | 2016-09-21 | 浙江昱美创新建筑科技有限公司 | Lock cylinder buckle connecting piece applicable to floor beam |
| CN112081271A (en) * | 2020-09-11 | 2020-12-15 | 河北润达石化工程建设有限公司 | Assembled steel plate shear wall and construction method thereof |
-
2008
- 2008-08-01 CN CNA2008100209651A patent/CN101328723A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105951990A (en) * | 2016-06-16 | 2016-09-21 | 浙江昱美创新建筑科技有限公司 | Lock cylinder buckle connecting piece applicable to floor beam |
| CN105951990B (en) * | 2016-06-16 | 2018-08-17 | 浙江昱美创新建筑科技有限公司 | A kind of core bayonet connection suitable for floor crossbeam |
| CN112081271A (en) * | 2020-09-11 | 2020-12-15 | 河北润达石化工程建设有限公司 | Assembled steel plate shear wall and construction method thereof |
| CN112081271B (en) * | 2020-09-11 | 2022-04-01 | 河北润达石化工程建设有限公司 | Assembled steel plate shear wall and construction method thereof |
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| PB01 | Publication | ||
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| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Open date: 20081224 |