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CN102011431B - Building structure combining foaming cement and lightweight steel - Google Patents

Building structure combining foaming cement and lightweight steel Download PDF

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Publication number
CN102011431B
CN102011431B CN200910075348.6A CN200910075348A CN102011431B CN 102011431 B CN102011431 B CN 102011431B CN 200910075348 A CN200910075348 A CN 200910075348A CN 102011431 B CN102011431 B CN 102011431B
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CN
China
Prior art keywords
metope
light steel
foam cement
building structure
combined
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN200910075348.6A
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Chinese (zh)
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CN102011431A (en
Inventor
李立恒
魏宝良
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Wei Baoliang
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Individual
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Priority to CN200910075348.6A priority Critical patent/CN102011431B/en
Publication of CN102011431A publication Critical patent/CN102011431A/en
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Publication of CN102011431B publication Critical patent/CN102011431B/en
Expired - Fee Related legal-status Critical Current
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Abstract

The invention discloses a building structure combining foaming cement and lightweight steel, comprising a lightweight steel framework and foaming cement. The lightweight steel framework comprises a wall, roofs and floors which are mechanically fixed into an integral structure, outer plates are respectively arranged at both sides of the roof, and the foaming cement is cast between the outer boards. By adopting the building structure, the invention can improve the bearing effect and the quake-proof performance of a building system, eliminate cold and hot bridges and decrease the building cost.

Description

The building structure that foam cement is combined with light steel
Technical field
The present invention relates to a kind of building structure, especially relate to the building structure that a kind of foam cement is combined with light steel.
Background technology
At present, light weight steel structure is because the feature of himself is as fast in installation rate, easily industrialization is produced and is widely used in building field.But existing light weight steel structure is in building course, is to be spliced by multi-sheets, can not carry out integral cast, in production and transport process, bring inconvenience to staff, increase construction cost.In addition because existing light weight steel structure is for being spliced, therefore its stress system is that polylith is stressed respectively, has reduced load bearing effect and the anti-seismic performance of building system, and the light weight steel structure being spliced easily forms cold-heat bridge, makes troubles to resident family.
Utility model summary of the invention
The object of this invention is to provide the building structure that a kind of foam cement is combined with light steel, can improve load bearing effect and the anti-seismic performance of building system, eliminate cold-heat bridge, reduce construction cost.
For achieving the above object, the invention provides the building structure that a kind of foam cement is combined with light steel, comprise light steel skeleton and foam cement, described light steel skeleton comprises metope, roofing and flooring, described metope, roofing and the flooring machinery structure that is fixed as one, the both sides of described metope are outside plate, between described outside plate, are cast with foam cement.
Described flooring is trussed construction, the trussed construction below of described flooring is fire-proof board, top is structural type steel plate, described structural type steel plate top pouring foaming cement, foam cement top is wood floor bolck or cementitious coating, and described structural type steel plate and described fire-proof board are fixed on described light steel skeleton by zinc-plated sunk screw or zinc-plated tapping screw.
Described roofing is stringer web frame, and described stringer web frame top is waterproof roll, and described waterproof roll top is waterproof foam cement watt.Described roofing and flooring are that insertion slot type is connected with metope, and fix by zinc-plated sunk screw or zinc-plated tapping screw.
Described metope comprises interior metope and wall face, described wall face can be metope trussed construction, described wall face comprises two corner posts, some root posts and some spreaders, and described interior metope is metope column structure, and the lintel of described wall face and interior metope is little trusses.
Described metope comprises interior metope and wall face, described wall face can be metope column structure, described wall face comprises two corner posts, some root posts and some spreaders, between described corner post and coupled column, be provided with ribs, described interior metope is metope column structure, the lintel of described wall face and interior metope is little trusses, between the door and window of described metope and the column being adjacent, is provided with ribs.
Therefore, the present invention adopts above-mentioned building structure, can improve load bearing effect and the anti-seismic performance of building system, eliminates cold-heat bridge, reduces construction cost.
Below by drawings and Examples, technical scheme of the present invention is described in further detail.
Brief description of the drawings
Fig. 1 is building structure embodiment mono-structural representation that foam cement of the present invention is combined with light steel;
Wall body structure schematic diagram in the building structure embodiment mono-that Fig. 2 is foam cement of the present invention with light steel is combined;
Floor structure schematic diagram in the building structure embodiment mono-that Fig. 3 is foam cement of the present invention with light steel is combined;
Stringer web frame schematic diagram in the building structure embodiment mono-that Fig. 4 is foam cement of the present invention with light steel is combined;
Roof structure schematic diagram in the building structure embodiment mono-that Fig. 5 is foam cement of the present invention with light steel is combined;
Insertion slot type syndeton schematic diagram in the building structure embodiment mono-that Fig. 6 is foam cement of the present invention with light steel is combined;
Fig. 7 is building structure embodiment mono-China and foreign countries' metope structure schematic diagram that foam cement of the present invention is combined with light steel;
Fig. 8 is building structure embodiment bis-China and foreign countries' metope structure schematic diagrames that foam cement of the present invention is combined with light steel.
Detailed description of the invention
Embodiment mono-
The structural representation of Fig. 1 building structure embodiment mono-that to be foam cement of the present invention be combined with light steel, as shown in Figure 1, comprise light steel skeleton 1 and foam cement 2, described light steel skeleton 1 comprises metope 11, roofing 12 and flooring 13, described metope 11, roofing 12 and the flooring 13 machineries structure that is fixed as one, the both sides of described metope 11 are outside plate 3, between described outside plate 3, are cast with foam cement 2.Wall body structure schematic diagram in the building structure embodiment that Fig. 2 is foam cement of the present invention with light steel is combined, by finding out in Fig. 2, foam cement is gone along with sb. to guard him by outside plate, be cast on light steel skeleton, shown in metope 11 wherein, part is the column in light steel skeleton, because light steel skeleton in the present embodiment is by the machinery structure that is fixed as one, and light steel skeleton outside has outside plate to go along with sb. to guard him, can directly carry out integrated pouredly, therefore the present embodiment has been eliminated the cold-heat bridge phenomenon producing because forming space in plate splice wall in existing building system.
Flooring 13 described in the present embodiment is trussed construction, the trussed construction below of described flooring 13 is fire-proof board 131, top is structural type steel plate 132, described structural type steel plate top pouring foaming cement 133, foam cement top is wood floor bolck or cementitious coating, it in the present embodiment, is cementitious coating 134, described structural type steel plate and described fire-proof board are fixed on described light steel skeleton by zinc-plated sunk screw or zinc-plated tapping screw, it in the present embodiment, is zinc-plated sunk screw 14, described structural type steel plate can be watt rib steel plate or a corrugated steel, in the present embodiment, select corrugated steel, Fig. 3 is floor structure schematic diagram in the present embodiment, pipeline in building system is cabling from trussed construction just.
Roofing 12 described in the present embodiment is stringer web frame, Fig. 4 is the stringer web frame schematic diagram of described roofing, Fig. 5 is the structural representation of described roofing, and described stringer web frame top be waterproof roll 121, is waterproof foam cement watts 122 above described waterproof roll.
Roofing 12 described in the present embodiment and flooring 13 and metope 11 are connected for insertion slot type, and fix by zinc-plated sunk screw or zinc-plated tapping screw, it in the present embodiment, is zinc-plated sunk screw 14, Fig. 6 is the insertion slot type syndeton schematic diagram of flooring 13 and metope 11 in the present embodiment, as shown in Figure 6, column 112 in metope 11 penetrates in the spreader of flooring 13 trussed construction bottoms, and fixing by zinc-plated sunk screw 14, with structure that described metope 11 and flooring 13 machineries are fixed as one, adopt that zinc-plated sunk screw or zinc-plated tapping screw are fixing can be better delivered to whole light steel skeleton system by stressed.
Metope described in the present embodiment comprises interior metope and wall face, described wall face can be metope trussed construction, described wall face comprises two corner posts 111, some root posts 112 and some spreaders 113, described interior metope is metope column structure, the lintel of described wall face and interior metope is little trusses, and Fig. 7 is the structural representation of wall face described in the present embodiment.
Outside plate described in the present embodiment can form by being no less than a cellulose cement board or calcium silicate cement plate, described outside plate and light steel skeleton are fixed by zinc-plated sunk screw or zinc-plated tapping screw, the use piece number of described outside plate depends on building area, in the time that building area is larger, select polylith outside plate, when building area hour, select monolithic outside plate.Because outside plate in the present embodiment is cellulose cement board or calcium silicate cement plate, and do not use the constructional materialss such as polyurethane, the fire-protection rating of calcium silicate board and cellulose cement board is GB8624-1997, be A level incombustible material, therefore the present embodiment has improved the fireproof performance of existing building system greatly.
The unit weight of foam cement described in the present embodiment is between between every cubic metre of double centner and 2400 kilograms every cubic metre, foam cement is as constructional materials, there is lightweight, thermal and insulating performance is good, sound-proof refractory performance is good, can cast-in-site construction etc. advantage, and foam cement is combined with major project closely, can be integrated poured, its porosity makes it have low modulus of elasticity, thereby make its impact loading there is good absorption and dispersion, strengthen the shockproof properties of building system, and water proofing property is strong, be therefore widely applied at building field.
Steel material yield strength described in the present embodiment in light steel skeleton is not less than every square metre of 420 newton, overwhelming majority steel adopt the steel of 2.0 millimeters of following thickness, characteristic based on foam cement in the present invention, the integraty of light steel skeleton and integrated poured construction method, can make anti seismic efficiency of the present invention reach anti-eight grades of earthquakes.
From the building course of the present embodiment, only need steel and cement sheet material in addition, can carry out again in work-yard Assembling, avoid a large amount of expenses of increasing because transporting the sheet material made, saved construction cost.
Embodiment bis-
The difference of the present embodiment and embodiment mono-is, wall face described in the present embodiment is metope column structure, described wall face comprises two corner posts 211, some root posts 212 and some spreaders 213, between described corner post and coupled column, be provided with ribs 214, described interior metope is metope column structure, the lintel of described wall face and interior metope is little trusses 215, between the door and window of described metope and the column being adjacent, be provided with ribs 214, to strengthen the stressed of whole building system, Fig. 8 is the structural representation of wall face described in the present embodiment, the present embodiment has reduced the number of ribs compared with embodiment mono-, but need to use thicker steel, increase steel using amount.
Therefore, the present invention adopts above-mentioned building structure, can improve load bearing effect and the anti-seismic performance of building system, eliminates cold-heat bridge, reduces construction cost.
Finally it should be noted that: above embodiment is only in order to technical scheme of the present invention to be described but not be limited, although the present invention is had been described in detail with reference to preferred embodiment, those of ordinary skill in the art is to be understood that: it still can be modified or be equal to replacement technical scheme of the present invention, and these amendments or be equal to replacement and also can not make amended technical scheme depart from the spirit and scope of technical solution of the present invention.

Claims (9)

1. the building structure that foam cement is combined with light steel, comprise light steel skeleton and foam cement, it is characterized in that: described light steel skeleton comprises metope, roofing and flooring, described metope, roofing and the flooring machinery structure that is fixed as one, the both sides of described metope are outside plate, between described outside plate, be cast with foam cement, described flooring is trussed construction, the trussed construction below of described flooring is fire-proof board, top is structural type steel plate, described structural type steel plate top pouring foaming cement, foam cement top is wood floor bolck or cementitious coating, described structural type steel plate and described fire-proof board are fixed on described light steel skeleton by zinc-plated sunk screw or zinc-plated tapping screw.
2. the building structure that foam cement according to claim 1 is combined with light steel, is characterized in that: described roofing is stringer web frame, and described stringer web frame top is waterproof roll, and described waterproof roll top is waterproof foam cement watt.
3. the building structure that foam cement according to claim 2 is combined with light steel, is characterized in that: described roofing and flooring are that insertion slot type is connected with metope, and fix by zinc-plated sunk screw or zinc-plated tapping screw.
4. the building structure that foam cement according to claim 3 is combined with light steel, it is characterized in that: described metope comprises interior metope and wall face, described wall face is metope trussed construction, described wall face comprises two corner posts, some root posts and some spreaders, described interior metope is metope column structure, and the lintel of described wall face and interior metope is little trusses.
5. the building structure that foam cement according to claim 3 is combined with light steel, it is characterized in that: described metope comprises interior metope and wall face, described wall face is metope column structure, described wall face comprises two corner posts, some root posts and some spreaders, between described corner post and coupled column, be provided with ribs, described interior metope is metope column structure, the lintel of described wall face and interior metope is little trusses, between the door and window of described metope and the column being adjacent, is provided with ribs.
6. the building structure of being combined with light steel according to the foam cement described in claim 4 or 5, is characterized in that: described outside plate forms by being no less than a cellulose cement board or calcium silicate cement plate.
7. the building structure that foam cement according to claim 6 is combined with light steel, is characterized in that: described outside plate and light steel skeleton are fixed by zinc-plated sunk screw or zinc-plated tapping screw.
8. the building structure that foam cement according to claim 7 is combined with light steel, is characterized in that: the Steel material yield strength in described light steel skeleton is not less than every square metre of 420 newton.
9. the building structure that foam cement according to claim 8 and light steel are combined, is characterized in that: the unit weight of described foam cement is between between every cubic metre of double centner and 2400 kilograms every cubic metre.
CN200910075348.6A 2009-09-07 2009-09-07 Building structure combining foaming cement and lightweight steel Expired - Fee Related CN102011431B (en)

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CN200910075348.6A CN102011431B (en) 2009-09-07 2009-09-07 Building structure combining foaming cement and lightweight steel

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Application Number Priority Date Filing Date Title
CN200910075348.6A CN102011431B (en) 2009-09-07 2009-09-07 Building structure combining foaming cement and lightweight steel

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CN102011431A CN102011431A (en) 2011-04-13
CN102011431B true CN102011431B (en) 2014-07-23

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102261143B (en) * 2010-07-16 2014-04-09 刘令 Wall manufactured by casting foamed cement among profiled color steel plates in place and manufacturing method thereof
CN105735545A (en) * 2016-02-03 2016-07-06 安徽晋马环保节能科技有限公司 Construction method for constructing light-steel building floor with industrial by-product gypsum as binding material

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5526625A (en) * 1991-09-24 1996-06-18 Building Solutions Pty Ltd. Building panel and buildings using the panel
CN1427913A (en) * 2001-04-05 2003-07-02 T·伯奎斯特 Building structure and modular construction method
CN101024972A (en) * 2006-02-23 2007-08-29 积水化学工业株式会社 Building with combined structure and its constructing method
CN101476347A (en) * 2009-01-06 2009-07-08 赵诚颢 Inorganic light steel assembled energy-saving house and its construction method
CN201459912U (en) * 2009-09-07 2010-05-12 魏宝良 Building structure with combined foaming cement and light steel

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5526625A (en) * 1991-09-24 1996-06-18 Building Solutions Pty Ltd. Building panel and buildings using the panel
CN1427913A (en) * 2001-04-05 2003-07-02 T·伯奎斯特 Building structure and modular construction method
CN101024972A (en) * 2006-02-23 2007-08-29 积水化学工业株式会社 Building with combined structure and its constructing method
CN101476347A (en) * 2009-01-06 2009-07-08 赵诚颢 Inorganic light steel assembled energy-saving house and its construction method
CN201459912U (en) * 2009-09-07 2010-05-12 魏宝良 Building structure with combined foaming cement and light steel

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Effective date of registration: 20151119

Address after: 4, unit 071000, building 2, A District, Dongfang home, Baoding, Hebei, 201

Patentee after: Wei Baoliang

Address before: 4, unit 071000, building 2, A District, Dongfang home, Baoding, Hebei, 201

Patentee before: Li Liheng

Patentee before: Wei Baoliang

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140723

Termination date: 20160907

CF01 Termination of patent right due to non-payment of annual fee