CN104895223A - Cold-formed thin-walled section steel combined guide rail capable of transferring vertical load - Google Patents
Cold-formed thin-walled section steel combined guide rail capable of transferring vertical load Download PDFInfo
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- CN104895223A CN104895223A CN201510295220.6A CN201510295220A CN104895223A CN 104895223 A CN104895223 A CN 104895223A CN 201510295220 A CN201510295220 A CN 201510295220A CN 104895223 A CN104895223 A CN 104895223A
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Abstract
The invention discloses a cold-formed thin-walled section steel combined guide rail capable of transferring vertical load, comprising a conventional U-shaped cold-formed thin-walled section steel keel, a web ribbed U-shaped cold-formed thin-walled section steel keel and an outer frame U-shaped cold-formed thin-walled section steel keel. The web ribbed U-shaped cold-formed thin-walled section steel keel and the conventional U-shaped cold-formed thin-walled section steel keel are both located in space formed by the outer frame U-shaped cold-formed thin-walled section steel keel and flanges; the web ribbed U-shaped cold-formed thin-walled section steel keel is disposed between the outer frame U-shaped cold-formed thin-walled section steel keel and the conventional U-shaped cold-formed thin-walled section steel keel; the flanges of the keels are in fixed connection; webs of the keels are fixedly connected via bolts. The cold-formed thin-walled section steel combined guide rail is simple in structure, reliably connectable and high in construction speed; by the use of the cold-formed thin-walled section steel combined guide rail in a bearing wall system in a cold-formed thin-walled section steel housing building system, the vertical load of a floor can be effectively transmitted to wall columns, the flexibility of a floor beam structural arrangement scheme is improved, and a bearing wall is better in safety and reliability.
Description
Technical field
The present invention relates to a kind of light gauge cold-formed steel shape combination upper rail transmitting vertical load, belong to technical field of civil engineering.
Background technology
Compared with traditional reinforced concrete structure, the features such as steel work has environmental protection, anti-seismic performance is good, speed of application is fast, material recoverable.Along with the develop rapidly of national economy, China's output of steel leaps to the first in the world, and domestic Steel Structure Industry is also rapidly developed.But compared with developed countries, the proportion that China's steel building accounts for output of steel is still obviously on the low side, meanwhile, China's building structure is in energy-saving and cost-reducing (capable of circulation), suitability for industrialized production, consortium's operation, and the aspects such as the standardization of products, seriation, generalization still exist obvious gap.China is in industrialization and urbanization Rapid development stage, year project construction engineering quantity is huge, resource consumption is serious, it is huge that environment worsens pressure, Development of Green Building has been listed in the preferential theme in National Program for Medium-to Long-term Scientific and Technological Development in major fields, therefore, greatly develop environmental protection, the steel building of anti-seismic performance excellence meets China's fundamental realities of the country, to economizing on resources and the energy, reduce environment pollution, promote that social sustainable development is significant, be also accelerate China's architectural industrialization, an industrialized effective way simultaneously.
Cold formed steel also claims light gauge cold-formed steel shape, is steel disc, steel band, steel plate or flat steel bar to be formed by cold working, and usual thickness is 0 ~ 2mm.Compared with traditional hot-rolled steel section, cold formed steel can obtain more reasonably cross sectional shape economically, and then obtains the gratifying ratio of strength to weight, and therefore, in steel building, reasonable employment cold formed steel obviously can reduce steel using amount.
Cold formed steel assembled wall of the prior art, its upper and lower wall column guide rail adopts conventional U-shaped cold bending thin wall type lightgage steel joist, wall stud adopts C type keel, C type keel column is equidistantly inserted upper and lower U-shaped guide rail keel cavity with 400mm or 600mm, and by tapping screw, U-shaped guide rail keel two side wing edge is equidistantly connected with the C type keel column edge of a wing, form light steel skeleton, then form assembled wall by tapping screw to install wall board (gypsum plank, glass magnesium plate etc.) lower than 300mm spacing in light steel skeleton both sides.Light gauge cold-formed steel shape floor beam and floor plate will be placed on the top of assembled wall upper rail.Due to the thin-walled lightweight steel component that assembled wall upper rail of the prior art is inverted U-shaped placement, in its face, vertical load resistivity is very limited, therefore, light gauge cold-formed steel shape floor beam of the prior art needs to place with C type wall body keel column consistency from top to bottom (allowing a small amount of eccentric).Now, if a wall column destroys in assembled wall, then destroy floor beam above wall column and floor plate vertical load because body of wall upper rail can not effectively transmit, may cause full wafer body of wall that destruction occurs to collapse continuously, there is potential safety hazard.Therefore, the light gauge cold-formed steel shape wall column upper rail designing a kind of rapid construction, can bear and transmit vertical load has become technical problem urgently to be resolved hurrily.
Summary of the invention
The object of this invention is to provide a kind of light gauge cold-formed steel shape combination upper rail transmitting vertical load, to destroy floor beam above wall column and floor plate vertical load because upper rail can not effectively transmit to solve assembled wall in prior art, and cause a wall column to destroy the problem causing full wafer body of wall to collapse continuously.
The technical solution used in the present invention: a kind of light gauge cold-formed steel shape composite guideway transmitting vertical load, be that three kinds of keel combine, three kinds of keel comprise conventional U-shaped light gauge cold-formed steel shape keel, web U-shaped light gauge cold-formed steel shape keel with ribbing and the U-shaped light gauge cold-formed steel shape keel of housing, and described three kinds of keel include web and the edge of a wing;
The web of described web U-shaped light gauge cold-formed steel shape keel with ribbing is equipped with at least one stiffening rib, and the edge of a wing of the U-shaped light gauge cold-formed steel shape keel of described housing is for lengthening the edge of a wing;
In described three kinds of keel cross sections, web length direction size is called web width, and web short direction size is called web thickness; Edge of a wing length direction size is called edge of a wing height, and short direction, edge of a wing size is called edge of a wing thickness; The overhanging size of web stiffening rib is called that rib is high;
Described routine U-shaped light gauge cold-formed steel shape keel and web U-shaped light gauge cold-formed steel shape keel with ribbing are co-located at the interior volume that the web of the U-shaped light gauge cold-formed steel shape keel of housing and the edge of a wing surround, and web U-shaped light gauge cold-formed steel shape keel with ribbing are placed in housing U-shaped light gauge cold-formed steel shape keel and the U-shaped light gauge cold-formed steel shape keel of routine between the two; The web conventional U-shaped light gauge cold-formed steel shape keel dorsad of web U-shaped light gauge cold-formed steel shape keel with ribbing, or web U-shaped light gauge cold-formed steel shape keel with ribbing be close to conventional U-shaped light gauge cold-formed steel shape keel;
The edge of a wing height of described housing U-shaped light gauge cold-formed steel shape keel is more than or equal to web U-shaped light gauge cold-formed steel shape keel edge of a wing height with ribbing and the routine U-shaped light gauge cold-formed steel shape keel edge of a wing 1/2 height sum; The edge of a wing of the edge of a wing of housing U-shaped light gauge cold-formed steel shape keel U-shaped light gauge cold-formed steel shape keel with ribbing with web, conventional U-shaped light gauge cold-formed steel shape keel is respectively fixedly connected with by tapping screw; The web of described three kinds of keel is bolted to connection jointly, and adjacent web is fastening by the clamp nut on described bolt.
As preferably, the quantity of described web U-shaped light gauge cold-formed steel shape keel stiffening rib with ribbing is 1 ~ 3, and rib is high identical with the edge of a wing height of web U-shaped light gauge cold-formed steel shape keel with ribbing.
As preferably, the edge of a wing height of described web U-shaped light gauge cold-formed steel shape keel with ribbing and routine U-shaped light gauge cold-formed steel shape keel is equal.
As preferably, the web thickness of described three kinds of keel and edge of a wing thickness are 0.75 ~ 3mm.
Beneficial effect: the light gauge cold-formed steel shape keel of U-shaped for long edge of a wing light gauge cold-formed steel shape keel, the ribbing of web long limb and conventional U-shaped clod wash sheet-type steel joist three combine by the present invention.This light gauge cold-formed steel shape upper rail effectively can transmit vertical uniform load q, thus, light gauge cold-formed steel shape floor beam need not align layout with the keel column of assembled wall, add the flexibility of the structure scheme in light gauge cold-formed steel shape house, simultaneously, when structure causes assembled wall root keel column to occur to destroy because of the effect such as earthquake, fire, this column upper load is still passed to other wall studs by this upper rail, avoid assembled wall to occur to collapse continuously, add the safety and reliability of structure.
Accompanying drawing explanation
Fig. 1 is web of the present invention U-shaped light gauge cold-formed steel shape keel cross sectional representation with ribbing;
Fig. 2 is housing of the present invention U-shaped light gauge cold-formed steel shape keel cross sectional representation;
Fig. 3 be the present invention's U-shaped keel web with ribbing dorsad U-shaped keel time combination upper rail cross sectional representation;
Fig. 4 is the present invention's U-shaped keel web with ribbing combination upper rail cross sectional representation when being close to U-shaped keel.
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is further illustrated.
The present invention relates to a kind of light gauge cold-formed steel shape combination upper rail, this upper rail is made up of routine U-shaped light gauge cold-formed steel shape keel, web U-shaped light gauge cold-formed steel shape keel with ribbing and the U-shaped light gauge cold-formed steel shape keel of housing, can transmit vertical load in metope.Wherein:
Conventional U-shaped light gauge cold-formed steel shape keel (hereinafter referred to as U-shaped keel/conventional U-shaped keel) are the independent parts as cold formed steel assembled wall up/down wall column guide rail conventional in prior art.In the prior art, it is by being equidistantly fixedly connected with the C type keel column edge of a wing, forms light steel skeleton.
Web U-shaped light gauge cold-formed steel shape keel with ribbing (hereinafter referred to as U-shaped keel with ribbing), for the U-shaped keel of routine are added with at least one stiffening rib 3 at web 1 place, see Fig. 1, by stiffening rib 3, keel transmission can be improved perpendicular to load (namely in the present invention alleged vertical load) ability in web direction and warping resistance ability.Easily find out, the vertical load ability that rib quantity that is high and rib all affects U-shaped keel with ribbing is strong and weak.Therefore preferred, when rib height is highly equal with the edge of a wing 2, effect is best; When the quantity of rib is 1 ~ 3, common intensity can be taken into account and require the problem with material economy.
Housing U-shaped light gauge cold-formed steel shape keel (hereinafter referred to as the U-shaped keel of housing) are formed by edge of a wing lengthening for conventional U-shaped keel, see Fig. 2.In the present invention, owing to increasing the edge of a wing, U-shaped keel and U-shaped keel with ribbing can be wrapped in simultaneously lengthen in space that the edge of a wing 4 and web surround by the U-shaped keel of housing, thus play fixing and protection booster action to the two.Simultaneously, for the lengthening edge of a wing, both sides 4 of U-shaped for housing keel being fixed and being connected in the edge of a wing of keel U-shaped with ribbing and U-shaped keel respectively by the equidistant tapping screw of 150mm, require that the height on the housing U-shaped keel edge of a wing should be not less than the edge of a wing 1/2 height sum of ribbing U-shaped keel edge of a wing height and U-shaped keel.Significantly, housing U-shaped keel web width is slightly wider than the web width of the U-shaped keel of ribbing or U-shaped keel.
And define in the present invention: with in three kinds of keel cross sections, web length direction size is called web width, and web short direction size is called web thickness; Edge of a wing length direction size is called edge of a wing height, and short direction, edge of a wing size is called edge of a wing thickness; The overhanging size of web stiffening rib is called that rib is high.
In combination upper rail of the present invention, the combination of three kinds of keel is as follows:
U-shaped keel with ribbing and U-shaped keel are co-located at the interior volume that the web of the U-shaped keel of housing and the edge of a wing surround, and U-shaped keel with ribbing are placed between the U-shaped keel of housing and U-shaped keel; Combination upper rail entirety is connected with wall stud by U-shaped keel.Significantly, U-shaped keel with ribbing can have two kinds of disposing ways: U-shaped keel (shown in Fig. 4) are close to by web dorsad U-shaped keel (as shown in Figure 3) and web.The edge of a wing of housing U-shaped light gauge cold-formed steel shape keel 5 respectively U-shaped light gauge cold-formed steel shape keel 6 with ribbing with web is fixedly connected with by tapping screw 8 with the edge of a wing of the U-shaped light gauge cold-formed steel shape keel 7 of routine; The web of three kinds of keel is fixedly connected with by bolt 9 jointly, and adjacent web is fastening by the clamp nut 10 on described bolt 9.
The thickness of described three kinds of keel is 0.75 ~ 3mm, and this specification is the economic thickness of light gauge cold-formed steel shape keel.
At the scene in implementation process, the U-shaped keel of housing, U-shaped keel with ribbing and U-shaped keel all can obtain in factory's batch production.By the equidistant bolt of 1800mm, U-shaped keel with ribbing and the U-shaped keel of routine are connected as one back-to-back at web place at the construction field (site), then be positioned over the U-shaped keel of housing inner, the web of U-shaped keel with ribbing and the U-shaped keel of housing is held out against, and by the equidistant tapping screw of 150mm two side wing edges of U-shaped for housing keel are fixed with the edge of a wing of U-shaped keel with ribbing and conventional U-shaped keel respectively and are connected, meanwhile, at the bolt link position place of U-shaped keel with ribbing and the U-shaped keel of routine, U-shaped for housing keel web is carried out bolt connection, form the light gauge cold-formed steel shape composite guideway that can transmit vertical load in the present invention thus.
The light gauge cold-formed steel shape composite guideway that the present invention can transmit vertical load can be used as the composition component of assembled wall in light gauge cold-formed steel shape house architectural structure, namely the C type light gauge cold-formed steel shape keel equidistantly arranged using 600mm are as wall stud, using the U-shaped keel of routine as body of wall lower guideway, using the present invention as body of wall upper rail, connected by the edge of a wing of tapping screw by upper and lower guide rail and wall column, form assembled wall keel framework; Then form assembled wall by tapping screw to install wall board (gypsum plank, glass magnesium plate etc.) lower than 300mm spacing in skeleton both sides.
When there is the through keel column of levels in light gauge cold-formed steel shape assembled wall, belly and the intersection, the edge of a wing that three, guide rail need be formed by guide rail of the present invention keel in the junction with through wall column keel cut off; At incision position, by the belly excision of the upwards 90 degree of bendings of U-shaped for housing keel web, the downward 90 degree of bendings of conventional U-shaped keel web, U-shaped keel with ribbing; Then three edges of a wing, keel cut place and bending web are all connected with up/down perforation wall column keel by tapping screw, form assembled wall thus.
It should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention, can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.The all available prior art of each ingredient not clear and definite in the present embodiment is realized.
Claims (4)
1. one kind can be transmitted the light gauge cold-formed steel shape composite guideway of vertical load, it is characterized in that: be that three kinds of keel combine, three kinds of keel comprise conventional U-shaped light gauge cold-formed steel shape keel, web U-shaped light gauge cold-formed steel shape keel with ribbing and the U-shaped light gauge cold-formed steel shape keel of housing, and described three kinds of keel include web and the edge of a wing;
The web of described web U-shaped light gauge cold-formed steel shape keel with ribbing is equipped with at least one stiffening rib, and the edge of a wing of the U-shaped light gauge cold-formed steel shape keel of described housing is for lengthening the edge of a wing;
In described three kinds of keel cross sections, web length direction size is called web width, and web short direction size is called web thickness; Edge of a wing length direction size is called edge of a wing height, and short direction, edge of a wing size is called edge of a wing thickness; The overhanging size of web stiffening rib is called that rib is high;
Described routine U-shaped light gauge cold-formed steel shape keel and web U-shaped light gauge cold-formed steel shape keel with ribbing are co-located at the interior volume that the web of the U-shaped light gauge cold-formed steel shape keel of housing and the edge of a wing surround, and web U-shaped light gauge cold-formed steel shape keel with ribbing are placed in housing U-shaped light gauge cold-formed steel shape keel and the U-shaped light gauge cold-formed steel shape keel of routine between the two; The web conventional U-shaped light gauge cold-formed steel shape keel dorsad of web U-shaped light gauge cold-formed steel shape keel with ribbing, or web U-shaped light gauge cold-formed steel shape keel with ribbing be close to conventional U-shaped light gauge cold-formed steel shape keel;
The edge of a wing height of described housing U-shaped light gauge cold-formed steel shape keel is more than or equal to web U-shaped light gauge cold-formed steel shape keel edge of a wing height with ribbing and the routine U-shaped light gauge cold-formed steel shape keel edge of a wing 1/2 height sum; The edge of a wing of the edge of a wing of housing U-shaped light gauge cold-formed steel shape keel U-shaped light gauge cold-formed steel shape keel with ribbing with web, conventional U-shaped light gauge cold-formed steel shape keel is respectively fixedly connected with by tapping screw; The web of described three kinds of keel is bolted to connection jointly, and adjacent web is fastening by the clamp nut on described bolt.
2. a kind of light gauge cold-formed steel shape composite guideway transmitting vertical load according to claim 1, it is characterized in that: the quantity of described web U-shaped light gauge cold-formed steel shape keel stiffening rib with ribbing is 1 ~ 3, rib is high identical with the edge of a wing height of web U-shaped light gauge cold-formed steel shape keel with ribbing.
3. a kind of light gauge cold-formed steel shape composite guideway transmitting vertical load according to claim 1, is characterized in that: the edge of a wing height of described web U-shaped light gauge cold-formed steel shape keel with ribbing and routine U-shaped light gauge cold-formed steel shape keel is equal.
4. a kind of light gauge cold-formed steel shape composite guideway transmitting vertical load according to claim 1, is characterized in that: the web thickness of described three kinds of keel and edge of a wing thickness are 0.75 ~ 3mm.
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| CN201510295220.6A CN104895223B (en) | 2015-06-02 | 2015-06-02 | Cold-formed thin-walled section steel combined guide rail capable of transferring vertical load |
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| CN104895223B CN104895223B (en) | 2017-03-22 |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3418687A1 (en) * | 1984-05-19 | 1985-11-21 | Karl-Heinz 4320 Hattingen Strelow | Metal wall |
| CN1134177A (en) * | 1993-11-05 | 1996-10-23 | 格雷·约翰逊 | Stud wall framing construction |
| CN101173536A (en) * | 2006-10-30 | 2008-05-07 | 上海丸瑞新型建材有限公司 | Combination type light steel keel partition backbone |
| CN201121372Y (en) * | 2007-10-18 | 2008-09-24 | 沈阳铝镁设计研究院 | Connecting structure of steel structure factory building steel plate wall and lower block body wall |
| CN102146707A (en) * | 2010-02-05 | 2011-08-10 | 深圳市方大装饰工程有限公司 | Building curtain wall structure |
| GB2446722B (en) * | 2007-02-16 | 2011-12-28 | Kingspan Holdings Irl Ltd | A framing system of studs and tracks connected together by adapter members |
-
2015
- 2015-06-02 CN CN201510295220.6A patent/CN104895223B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3418687A1 (en) * | 1984-05-19 | 1985-11-21 | Karl-Heinz 4320 Hattingen Strelow | Metal wall |
| CN1134177A (en) * | 1993-11-05 | 1996-10-23 | 格雷·约翰逊 | Stud wall framing construction |
| CN101173536A (en) * | 2006-10-30 | 2008-05-07 | 上海丸瑞新型建材有限公司 | Combination type light steel keel partition backbone |
| GB2446722B (en) * | 2007-02-16 | 2011-12-28 | Kingspan Holdings Irl Ltd | A framing system of studs and tracks connected together by adapter members |
| CN201121372Y (en) * | 2007-10-18 | 2008-09-24 | 沈阳铝镁设计研究院 | Connecting structure of steel structure factory building steel plate wall and lower block body wall |
| CN102146707A (en) * | 2010-02-05 | 2011-08-10 | 深圳市方大装饰工程有限公司 | Building curtain wall structure |
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