CN201695515U - Light-steel light-concrete structural system - Google Patents
Light-steel light-concrete structural system Download PDFInfo
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- CN201695515U CN201695515U CN2010202357487U CN201020235748U CN201695515U CN 201695515 U CN201695515 U CN 201695515U CN 2010202357487 U CN2010202357487 U CN 2010202357487U CN 201020235748 U CN201020235748 U CN 201020235748U CN 201695515 U CN201695515 U CN 201695515U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 163
- 239000010959 steel Substances 0.000 title claims abstract description 163
- 239000004567 concrete Substances 0.000 title claims abstract description 88
- 238000003466 welding Methods 0.000 claims description 11
- 239000000203 mixture Substances 0.000 claims description 6
- 239000011381 foam concrete Substances 0.000 claims description 3
- 238000010079 rubber tapping Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 15
- 230000007613 environmental effect Effects 0.000 abstract 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 abstract 1
- 238000009413 insulation Methods 0.000 description 12
- 238000005452 bending Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 230000002265 prevention Effects 0.000 description 5
- 230000007812 deficiency Effects 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 239000007864 aqueous solution Substances 0.000 description 1
- 230000002457 bidirectional effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 239000003562 lightweight material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
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Abstract
The utility model relates to a light-steel light-concrete structural system comprising a column, a beam, a wall, a floor slab and a roof which are cast from light steel and light concrete; the light steel column and the wall are connected by light steel and a connecting piece; and the floor slab and the roof are connected from the light steel, the connecting piece and a steel mesh piece. The structural system has the advantages of light weight and good anti-seismic, integrity and water-proof performance, has good heat, heat and sound insulating performance, solves the problems of water-proof, fire-proof and anti-rust of a traditional light steel structure, is characterized by high industrialization degree, low integrated cost, convenient construction and environmental protection, and is applicable to general civil buildings and light industrial factories.
Description
Technical field
The utility model relates to a kind of structural system, particularly a kind of light-steel light-concrete structural system.
Background technology
Lightweight section mainly refers to light-duty light gauge cold-formed steel shape, light-duty welding and high-frequency welding shaped steel, thin-walled steel plate, thin-wall steel tube, light-duty hot-rolled steel section and above each section bar combination, has the intensity height, from heavy and light, can give full play to its material behavior and bring the constructional materials easily of constructing.
Light concrete has another name called light weight concrete construction, can be divided three classes:
Be used for heat insulation low-density, low strength concrete;
Be used as strong light concrete in other that require necessary intensity;
The structure light concrete.Light concrete normally is prepared into foam with mechanical means with the foaming agent aqueous solution, again foam is joined in the slip of compositions such as containing siliceous material, calcareous material, water and various Admixtures, or the employing light aggregate, through mixing a kind of porous light-weight material that stirring, moulding by casting, maintenance form.Owing to contain a large amount of blind bores crack in the light concrete or gather materials, make that it has that density is little, heat insulation property and sound insulation, refractoriness be good from heavy and light.Employing cast-in-site construction makes that its overall performance is good, water resistance strong, excellent in durability.
Existing lightweight steel construction has that dead load is light, security performance is high, anti-seismic performance is good, speed of application is fast, labour intensity is low, reusable edible, be beneficial to advantage such as protection environment; but because lightweight steel construction is in the deficiency of aspects such as fire prevention, antirust, anticorrosion, water resistance and thermal and insulating performance; especially for housing construction, people more get used to accepting steel concrete and brick mix structure psychologically.U.S.'s regulation light steel structure house needed primary structure member is checked comprehensively, because the later period maintenance expense is high, is very limited when applying light weight steel structure in per ten years.
The utility model content
The purpose of this utility model provides a kind of light-steel light-concrete structural system, solve deficiency and the later period maintenance costly technical problem of simple lightweight steel construction at aspects such as fire prevention, antirust, anticorrosion, water resistance and thermal and insulating performances, and solve conventional steel tendon concrete structure or brick mix structure from great, body of wall is thick, construction scope is restricted, produce the problem of a large amount of building wastes, make the occupants feel safer comfortable simultaneously.
For achieving the above object, the utility model adopts following technical scheme: a kind of light-steel light-concrete structural system, by post, wall, beam, floor and roof panel are formed, floor and roof panel ride over post or wall side, floor and roof panel and beam are cast as one, wall is between two adjacent post, described post is the light-steel light-concrete post, by being no less than light steel framework that 4 lightweight sections and brace form and cast-in-place composition of light concrete of wrapping up light steel framework fully, described lightweight section is along being intervally distributed with brace on its height; Described wall is the light-steel light-concrete wallboard, and by one group of light steel disc post of lattice, steel mesh sheet with light concrete is cast-in-place forms, described steel mesh sheet is positioned at the both sides of the light steel disc post of lattice, and described light-concrete structure wraps up light steel disc post of lattice and steel mesh sheet fully; Described beam is the light steel disc beam of lattice; Described floor and roof panel are the light-steel light-concrete plate, are cast as one by light steel disc beam of lattice and light concrete, and the end face and the bottom surface of the light steel disc beam of lattice are distributed with the steel mesh sheet.
Described lightweight section is thin-walled steel plate, thin-wall steel tube, light gauge cold-formed steel shape, light-duty welding and high-frequency welding shaped steel, light-duty hot-rolled steel section or above both or both above combination.
Described lightweight section and brace be connected to that welding, bolt are connected, rivet connects or self-tapping screw connects.
Described brace is thin steel mesh sheet, concrete-steel silk screen sheet, thin wall type batten plate or lacing.
Be provided with the light steel diagonal brace of lattice sheet post between the light steel disc post of two adjacent lattices of described light-steel light-concrete wallboard.
The centre of described light-steel light-concrete wallboard is the light steel disc post of lattice, and the end is a lattice column in the wall, and the top is equipped with connection shaped steel.
Described two-way floor or roof panel are provided with the light steel tube beam perpendicular to the light steel disc beam of lattice.
The light-concrete structure end face of described floor or roof panel has ordinary concrete.
Light steel disc post of described lattice and the light steel disc beam of lattice are made up of two lightweight sections and brace.
Described light concrete is foam concrete or light aggregate concrete.
Compared with prior art the utlity model has following characteristics and beneficial effect:
Light-steel light-concrete dead load of the present utility model is light, help reducing foundation cost and duration; Adopt cast-in-place light concrete parcel lightweight section not only to retrain lightweight section to the bending deformation of side within the walls, deficiency and the high shortcoming of later period maintenance expense of lightweight steel construction fire prevention, antirust, insulation, heat insulation, sound insulation property have also been remedied, insulation, heat insulation, sound insulation value obviously are better than steel concrete, also are better than lightweight steel construction; Utilize light concrete constraint lightweight section bending deformation to the inside, reduce the pressure rod member of light steel frame, reduce steel using amount; Utilize the parcel of light concrete, effectively solve the fire prevention and the anti-corrosion of lightweight steel construction light steel frame; Give full play to light-steel light-concrete from the good advantage of the high ductility of heavy and light intensity, anti-seismic performance is superior; The thin effective usable floor area that has increased building of body of wall.Structural element for different parts adopts dissimilar light concretes, light concrete wraps up the primary structure member of whole lightweight sections, improve the fire prevention of conventional steel structure, antirust, anticorrosion, waterproof, insulation, heat insulation and sound insulation value, and strengthen the globality of structure and the comfortableness of inhabitation.
The utility model structural system almost possesses whole advantages of steel concrete and lightweight steel construction and has overcome its great deficiency, low-carbon environment-friendly, have higher industrial production degree, convenient and quick construction, integrated cost cheap, meet China's Scientific Outlook on Development and building industry policy, dwelling house industrialization demands, be applicable to general civilian construction structure and light-duty industrial premises.
The utility model can be widely used in general civilian construction and light-duty industrial premises.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is a light-steel light-concrete post schematic diagram of the present utility model.
Fig. 3 is the A-A sectional drawing of Fig. 2.
Fig. 4 is the B-B sectional drawing of Fig. 2.
Fig. 5 is that the utility model does not have diagonal brace wallboard schematic diagram.
Fig. 6 is the A-A sectional drawing of Fig. 5.
Fig. 7 is the B-B sectional drawing of Fig. 5.
Fig. 8 is that the utility model has diagonal brace wallboard schematic diagram.
Fig. 9 is the A-A sectional drawing of Fig. 8.
Figure 10 is the B-B sectional drawing of Fig. 8.
Figure 11 is the utility model one-way slabs schematic diagram.
Figure 12 is the A-A sectional drawing of Figure 11.
Figure 13 is the B-B sectional drawing of Figure 11.
Figure 14 is the utility model two-way slab schematic diagram.
Figure 15 is the A-A sectional drawing of Figure 14.
Figure 16 is the B-B sectional drawing of Figure 14.
Reference numeral: 1-light-steel light-concrete post, 2-light-steel light-concrete wallboard, the light steel disc beam of 3-lattice, 4-floor, 5-roof panel, 6-ordinary concrete, 7-lightweight section, 8-brace, 9-light concrete, the light steel disc post of 10-lattice, 11-steel mesh sheet, the light steel diagonal brace of 12-lattice sheet post, 13-connect lattice column, 15-light steel tube beam in shaped steel, the 14-wall.
The specific embodiment
Embodiment is referring to Fig. 1～shown in Figure 16, a kind of light-steel light-concrete structural system, by light-steel light-concrete post 1, light-steel light-concrete wall 2, the light steel disc beam 3 of lattice, floor 4 and roof panel 5 are formed, floor 4 and roof panel 5 ride over post 1 or wall 2 sides, floor 4 and roof panel 5 are cast as one with beam, wall is between two adjacent post, described post is the light-steel light-concrete post, by being no less than light steel framework that four lightweight sections 7 and brace 8 form and light concrete 9 cast-in-place the forming of wrapping up light steel framework fully, described lightweight section 7 is along being intervally distributed with brace 8 on its height, bending deformation in the light steel framework of the light concrete 9 constraints plane in the post, the bending deformation that brace 8 constraint planes are outer; Described wall is a light-steel light-concrete wallboard 2, by one group of light steel disc post 10 of lattice, steel mesh sheet 11 and 9 cast-in-place compositions of light concrete, described steel mesh sheet 11 is positioned at the both sides of the light steel disc post 10 of lattice, and described light concrete 9 wraps up light steel disc post 10 of lattice and steel mesh sheet 11 fully; Described beam is the light steel disc beam 3 of lattice; Described floor and roof panel are the light-steel light-concrete plate, and described floor or roof panel are divided into one-way slabs and two-way slab, and described one-way slabs is cast as one with light concrete 9 by the light steel disc beam 3 of lattice, and the end face and the bottom surface of the light steel disc beam 3 of lattice are distributed with steel mesh sheet 11.Described two-way slab bidirectional stress on the basis of one-way slabs, is being provided with light steel tube beam 15 perpendicular to the light steel disc beam 3 of lattice, and light steel tube beam 15 interts in the middle of the light steel disc beam 3 of the stressed lattice of short side direction.Described lightweight section 7 is thin-walled steel plate, thin-wall steel tube, light gauge cold-formed steel shape, light-duty welding and high-frequency welding shaped steel, light-duty hot-rolled steel section or above both or both above combination.Described lightweight section 7 and brace 8 be connected to that welding, bolt are connected, rivet connects or self-tapping screw connects.Described brace 8 is thin steel mesh sheet, concrete-steel silk screen sheet, thin wall type batten plate or lacing.Be provided with the light steel diagonal brace of lattice sheet post 12 between the light steel disc post 10 of two adjacent lattices of described light-steel light-concrete wallboard 2.The centre of described light-steel light-concrete wallboard 2 is the light steel disc post 10 of lattice, and the end is a lattice column 14 in the wall, and the top is equipped with and connects shaped steel 13.The light-concrete structure end face of described floor or roof panel has ordinary concrete layer 6.Light steel disc post 10 of described lattice and the light steel disc beam 3 of lattice are made up of two lightweight sections 7 and brace 8.Described light concrete 9 is foam concrete or light aggregate concrete.
Structural element for different parts adopts dissimilar light concretes, and light concrete wraps up the primary structure member of whole lightweight sections.
The light steel framework of described structure bears pressure, draws, cuts and distortion power, the light steel framework of brace 8 constraints outside bending deformation, and the inboard bending deformation of the light steel framework of light concrete 9 constraints also bears partial pressure.Lightweight section in the described light-steel light-concrete structural system, joint structure and light concrete thickness are determined according to calculating.
More than be exemplary embodiments of the utility model, enforcement of the present utility model is not limited thereto.
Claims (10)
1. light-steel light-concrete structural system, by post, wall, beam, floor (4) and roof panel (5) are formed, floor (4) and roof panel (5) ride over post or wall side, floor (4) and roof panel (5) are cast as one with beam, wall is between two adjacent post, it is characterized in that: described post is light-steel light-concrete post (1), form by being no less than light steel latticework that four lightweight sections (7) and brace (8) form and the cast-in-place light concrete (9) that wraps up light steel latticework fully, described lightweight section (7) is along being intervally distributed with brace (8) on its height; Described wall is light-steel light-concrete wallboard (2), by one group of light steel disc post of lattice (10), steel mesh sheet (11) and light concrete (9) cast-in-place composition, described steel mesh sheet (11) is positioned at the both sides of the light steel disc post of lattice (10), and described light concrete (9) wraps light steel disc post of lattice (10) and steel mesh sheet (11) fully; Described beam is the light steel disc beam of lattice (3); Described floor (4) and roof panel (5) are the light-steel light-concrete plate, are cast as one with light concrete (9) by the light steel disc beam of lattice (3), steel mesh sheet (11), and the end face of the light steel disc beam of lattice (3) and bottom surface are distributed with steel mesh sheet (11).
2. light-steel light-concrete structural system according to claim 1 is characterized in that: described lightweight section (7) is thin-walled steel plate, thin-wall steel tube, light gauge cold-formed steel shape, light-duty welding and high-frequency welding shaped steel, light-duty hot-rolled steel section or above both or both above combination.
3. light-steel light-concrete structural system according to claim 1 is characterized in that: described lightweight section (7) is that welding, bolt are connected, rivet connects or self-tapping screw connects with the connected mode of brace (8).
4. light-steel light-concrete structural system according to claim 1 is characterized in that: described brace (8) is thin steel mesh sheet, concrete-steel silk screen sheet, thin wall type batten plate or lacing.
5. light-steel light-concrete structural system according to claim 1 is characterized in that: be provided with the light steel diagonal brace of lattice sheet post (12) between the light steel disc posts of two adjacent lattices (10) of described light-steel light-concrete wallboard (2).
6. light-steel light-concrete structural system according to claim 1 is characterized in that: the centre of described light-steel light-concrete wallboard (2) is the light steel disc post of lattice (10), and the end is lattice column in the wall (14), and the top is equipped with and connects shaped steel (13).
7. light-steel light-concrete structural system according to claim 1 is characterized in that: described floor or roof panel are provided with light steel tube beam (15) perpendicular to the light steel disc beam of lattice (3).
8. light-steel light-concrete structural system according to claim 1 is characterized in that: the light-concrete structure end face of described floor or roof panel has ordinary concrete (6).
9. light-steel light-concrete structural system according to claim 1 is characterized in that: the light steel disc beam of light steel disc post of described lattice (10) and lattice (3) is made up of two lightweight sections (7) and brace (8).
10. light-steel light-concrete structural system according to claim 1 is characterized in that: described light concrete (9) is foam concrete or light aggregate concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202357487U CN201695515U (en) | 2010-06-24 | 2010-06-24 | Light-steel light-concrete structural system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202357487U CN201695515U (en) | 2010-06-24 | 2010-06-24 | Light-steel light-concrete structural system |
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| CN201695515U true CN201695515U (en) | 2011-01-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2010202357487U Expired - Fee Related CN201695515U (en) | 2010-06-24 | 2010-06-24 | Light-steel light-concrete structural system |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101845852A (en) * | 2010-06-24 | 2010-09-29 | 中国建筑技术集团有限公司 | Light steel and light concrete structural system and construction method thereof |
| CN102493548A (en) * | 2011-11-22 | 2012-06-13 | 中国建筑技术集团有限公司 | Steel structure concrete structure system and construction method thereof |
| CN102936932A (en) * | 2012-11-23 | 2013-02-20 | 武汉理工大学 | Combined wall with angle steel keel combined with light concrete |
| CN104047457A (en) * | 2014-03-07 | 2014-09-17 | 霍学朝 | Light steel structure anti-seismic house |
| CN104314201A (en) * | 2014-11-17 | 2015-01-28 | 菏泽霸王机械有限公司 | Composite thermal insulating wall of light steel structure |
| EP3306000A4 (en) * | 2015-06-08 | 2018-06-27 | Shanghai Mechanized Construction Group Co., Ltd. | Prefabricated light steel concrete plate column structure and construction method therefor |
| CN108797890A (en) * | 2018-08-30 | 2018-11-13 | 天津大学建筑设计研究院 | Light steel grating concrete superposed column |
| CN108999336A (en) * | 2018-08-30 | 2018-12-14 | 天津大学建筑设计研究院 | Light steel grating concrete composite beam |
-
2010
- 2010-06-24 CN CN2010202357487U patent/CN201695515U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101845852A (en) * | 2010-06-24 | 2010-09-29 | 中国建筑技术集团有限公司 | Light steel and light concrete structural system and construction method thereof |
| CN101845852B (en) * | 2010-06-24 | 2011-07-27 | 中国建筑技术集团有限公司 | Light steel and light concrete structural system and construction method thereof |
| CN102493548A (en) * | 2011-11-22 | 2012-06-13 | 中国建筑技术集团有限公司 | Steel structure concrete structure system and construction method thereof |
| CN102936932A (en) * | 2012-11-23 | 2013-02-20 | 武汉理工大学 | Combined wall with angle steel keel combined with light concrete |
| CN104047457A (en) * | 2014-03-07 | 2014-09-17 | 霍学朝 | Light steel structure anti-seismic house |
| CN104314201A (en) * | 2014-11-17 | 2015-01-28 | 菏泽霸王机械有限公司 | Composite thermal insulating wall of light steel structure |
| EP3306000A4 (en) * | 2015-06-08 | 2018-06-27 | Shanghai Mechanized Construction Group Co., Ltd. | Prefabricated light steel concrete plate column structure and construction method therefor |
| CN108797890A (en) * | 2018-08-30 | 2018-11-13 | 天津大学建筑设计研究院 | Light steel grating concrete superposed column |
| CN108999336A (en) * | 2018-08-30 | 2018-12-14 | 天津大学建筑设计研究院 | Light steel grating concrete composite beam |
| CN108797890B (en) * | 2018-08-30 | 2023-12-15 | 天津大学建筑设计规划研究总院有限公司 | Light steel grating concrete superposed column |
| CN108999336B (en) * | 2018-08-30 | 2023-12-19 | 天津大学建筑设计规划研究总院有限公司 | Light steel grid concrete superposed beam |
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| 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: 20110105 Termination date: 20180624 |
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| CF01 | Termination of patent right due to non-payment of annual fee |