CN102146702B - Profile steel gypsum combined building structure - Google Patents
Profile steel gypsum combined building structure Download PDFInfo
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- CN102146702B CN102146702B CN2011100483198A CN201110048319A CN102146702B CN 102146702 B CN102146702 B CN 102146702B CN 2011100483198 A CN2011100483198 A CN 2011100483198A CN 201110048319 A CN201110048319 A CN 201110048319A CN 102146702 B CN102146702 B CN 102146702B
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- gypsum
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Abstract
The invention discloses a profile steel gypsum combined building structure, and belongs to the field of industrial and civil buildings. The structure mainly consists of combination beams, pillars, profiled steel sheet arches and gypsum arches. The combination beams and the pillars are connected in a form of a single frame, multiple frames are arranged in parallel, and the frames are connected at the interlayer positions by using the profiled steel sheet arches and the gypsum arches tightly superposed on the profiled steel sheet arches. The combination beam consists of angle steel, a small steel plate, a waterproof gypsum building block and adhesive; the pillar consists of a building block, an embedded rod, angle steel and a steel plate; the two ends of each profiled steel sheet arch are solidified with the corresponding angle steel parts of the combination beams, and the gypsum arches are spliced by using the cut and processed gypsum building blocks. The structure has the advantages of prominent energy conservation and environmental protection, reuse, light dead weight, production in factories, short construction period, low comprehensive cost and the like, is widely applied to multiple industrial and civil buildings, and has remarkable technical significance and social benefit.
Description
One technical field
What the present invention relates to is a kind of new structure in industry and civilian construction field, particularly a kind of mainly based on the sectional construction structure of shaped steel and gypsum material.
Two background technologies
The form of structure that in industry and civilian construction, obtains to use at present has multiple, such as brick mix structure, reinforced concrete frame structure, reinforced concrete shear wall structure, lightweight steel construction, reinforced concrete composite structure, encased structures etc.The comparative maturity that these form of structure have all developed, but consider the needs of sustainable development, be necessary further to research and develop the form of structure of more energy-conserving and environment-protective.Gypsum because have that thermal and insulating performance excellence, refractoriness are good, deadweight is light, can reuse, characteristic such as pollution-free and caused people's attention gradually; Trial is applied in the middle of the building structure; The new technology of exploitation comprises " steel work gypsum wall large bay energy-saving residential building and on-site layering sectional making method " (200910305789.0), " a kind of gypsum---concrete mixed structure energy-conserving housing construction and preparation method " (patent No. 200910305790.3) etc.; But the former only is used for wall part with gypsum; The latter is used for body of wall and template part with gypsum; Utilization to the gypsum advantage is not very abundant like this, and effect in energy saving and environmental protection is limited.
Three summary of the invention
The objective of the invention is to overcome deficiency of the prior art, a kind of novel form, the outstanding shaped steel gypsum sectional construction structure of environmental protection and energy saving are provided.
Structure of the present invention is made up of compound beam, pillar, profiled sheet arch, gypsum arch.Compound beam is connected with the form of pillar by single Pin framework, and many Pin framework is arranged in parallel, and is encircleed with tight superimposed gypsum on it by profiled sheet arch in the interlayer position then to be connected each Pin framework.
Described compound beam is shaped as rectangle, is made up of angle steel, little steel plate, water-proof plaster block and cementing agent.Four angle steel lay respectively at four bights of beam, are connected through modes such as welding by several little steel plates between the angle steel, and the inner water-proof plaster block of filling is between each building block and smear cementing agent between building block and the angle steel and be connected.
Described pillar is made up of building block, embedded bar, angle steel, steel plate.The plane cross section of building block is shaped as T shape or rectangle, and material is water-proof plaster or concrete, and the distance certain at vertical every interval arranged the embedded bar of a horizontal direction, and these embedded bars run through the building block at place, and respectively stretch out a bit of in two ends of building block.Four building blocks are arranged basic layer of formation on four limits that same horizontal plane is pressed rectangle, if the design height of pillar greater than the height of building block, then need be arranged a plurality of basic layers by same mode.Respectively arrange an angle steel with height such as pillar grade then in four bights of pillar, carry out fixed in the place that contacts angle steel and each embedded bar overhanging section.Respectively arrange a steel plate identical at last with the pillar outside dimension in pillar top and bottom; Steel plate wherein in one side and the post each angle steel on contact surface, carry out fixedly through modes such as welding, the interior angle steel of another side and corresponding compound beam carries out fixed through modes such as welding.
Described profiled sheet arch is processed by profiled sheet, and both ends are partly realized fixed through modes such as welding with the corresponding angle steel or the little steel plate of compound beam.External surface can carry out zinc-plated processing to strengthen durability.
Described gypsum arch is spliced after cutting processing by water-proof plaster block, and arch ring top can re-lay gypsum block to form the plane, smears cementing agent on the interface of each building block.
Described embedded bar is the slender rod piece of steel, like reinforcing bar, angle steel, steel pipe, channel-section steel etc.
Described angle steel also can carry out zinc-plated processing to strengthen durability.
In this structure, little steel plate quantity, position and the size of compound beam are confirmed according to the stressing conditions of beam.Inner gypsum block of filling plays effects such as thermal insulation, sound insulation, can retrain the angle steel inwall simultaneously, prevents local buckling.Pillar part, the angle steel in four bights play main carrying effect, and the intensity of building block is done deposit.The steel plate of end carries out fixed with the steel work part in the corresponding compound beam through modes such as welding or bolts.Profiled sheet arch closely contact with the gypsum arch but does not consider the two collaborative work effect, and profiled sheet encircles and can be used as the template of processing plaster when encircleing, and its intensity plays the safety stock effect in addition.Gypsum arch will produce certain horizontal thrust in the end under the floor live load effect, act on the side of compound beam, also can play the effect that prevents corresponding angle steel local buckling.
Adopted more gypsum material among the present invention, so environmental protection and energy saving is outstanding.But have the advantages such as light batch production production, the duration is short, integrated cost is low that can reuse, conduct oneself with dignity in addition, adaptable across multiple industry and civilian construction, technical meaning and social benefit are obvious.
Four description of drawings
Accompanying drawing 2 is the compound beam side schematic view of shaped steel gypsum sectional construction structure.
Accompanying drawing 4 is the pillar elevational schematic view of shaped steel gypsum sectional construction structure.
Accompanying drawing 5 is the floor map of shaped steel gypsum sectional construction structure.
Accompanying drawing 6 is the elevational schematic view of shaped steel gypsum sectional construction structure.
Five specific embodiment
Elaborate in the face of embodiments of the invention down: present embodiment provided detailed embodiment and process, but protection scope of the present invention is not limited to following embodiment being to implement under the prerequisite with technical scheme of the present invention.
At first respectively compound beam 1, pillar 2, profiled sheet arch 3, gypsum arch 4 are carried out force analysis; Obtain the force-bearing situation at each position, and then select the material type and the thin portion size of suitable angle steel 5, little steel plate 6, building block 7, embedded bar 8, steel plate 9, profiled sheet respectively.Compound beam 1 is not necessarily identical with material type with angle steel 5 sizes in the pillar 2.
To compound beam 1 part; 4 angle steel 5 and several little steel plates 6 are adopted the fixed outside frameworks that form of mode such as welding according to the size and the position of design; Fill the building block 7 of processing then in inside, all smear cementing agent between each building block 7 and between building block 7 and angle steel 5, the little steel plate 6 by water-proof plaster.The schematic cross-sectional view of compound beam 1 is as shown in Figure 1, and vertical face sketch map is as shown in Figure 2.
To pillar 2 parts, process building block 7 earlier with embedded bar 8, material is water-proof plaster or concrete, these embedded bars 8 at vertical every interval certain distance carry out horizontal arrangement, run through the building block 7 at place, and respectively stretch out a bit of in 7 two ends of building block.Four building blocks 7 are arranged basic layer of formation on four limits that same horizontal plane is pressed rectangle.If the design height of pillar 2 greater than the height of building block 7, then need be arranged a plurality of basic layers by same mode.Respectively arrange an angle steel 5 with height such as pillar grade then in four bights of rectangle, vertical fixed with overhanging section of each embedded bar 8 respectively along pillar 2 with the contacted local mode such as welding that adopts of angle steel 5.Respectively arrange at last in the top of pillar 2 and bottom one with the measure-alike steel plate 9 of post exterior, with each angle steel 5 in the post on contact surface through welding or mode such as bolt is carried out fixed.The schematic cross-sectional view of the pillar 2 that the building block 7 in employing T type cross section constitutes is as shown in Figure 3.The elevational schematic view of pillar 2 is as shown in Figure 4.
Then profiled sheet arch 3 is processed in the profiled sheet bending, water-proof plaster block is spliced into gypsum arch 4 after cutting processing, arch ring top can re-lay some gypsum blocks to form the plane, smears cementing agent on the interface of each building block.
A plurality of compound beams 1 are connected with the form of pillar 2 by single Pin framework, and the steel plate 9 of each styletable carries out fixed with corresponding compound beam 1 interior angle steel 5 through modes such as welding.Encircle 4 through profiled sheet arch 3 and gypsum then and be connected each Pin framework in each interlayer position; Profiled sheet arch 3 carries out fixed in angle steel 5 parts of both ends and contacted compound beam 1 through welding or bolt mode; Gypsum arch 4 covers on the profiled sheet arch 3, is connected with compound beam 1 tight contact and through cementing agent at both ends.The final overall structure plan view that forms is as shown in Figure 5, and elevation is as shown in Figure 6.
Claims (5)
1. a shaped steel gypsum sectional construction structure is characterized in that, structure is made up of compound beam, pillar, profiled sheet arch, gypsum arch; Compound beam be shaped as rectangle; Be made up of angle steel, little steel plate, water-proof plaster block and cementing agent, four angle steel lay respectively at four bights of beam, are connected by the mode of several little steel plates through welding between the angle steel; The inner water-proof plaster block of filling is between each building block and smear cementing agent between building block and the angle steel and be connected; Compound beam is connected with the form of pillar by single Pin framework; Then many Pin framework is arranged in parallel; Encircle with tight superimposed gypsum on it by profiled sheet arch in the interlayer position and to be connected each Pin framework; Wherein the both ends of profiled sheet arch are partly fixed through the welding manner realization with the corresponding angle steel or the little steel plate of compound beam, and the gypsum arch is closely superimposed on the profiled sheet arch.
2. shaped steel gypsum sectional construction structure as claimed in claim 1 is characterized in that described pillar; Form by building block, embedded bar, angle steel, steel plate; The plane cross section of building block is shaped as T shape or rectangle, and material is water-proof plaster or concrete, and the distance certain at vertical every interval arranged the embedded bar of a horizontal direction; These embedded bars run through the building block at place; And respectively stretch out a bit ofly in two ends of building block, four building blocks arrange are formed a basic layer on four limits that same horizontal plane is pressed rectangle, if the design height of pillar is greater than the height of building block; Then need arrange a plurality of basic layers by same mode; Respectively arrange an angle steel with height such as pillar grade then in four bights of pillar, angle steel and each embedded bar overhanging section carried out fixed in the place that contacts, respectively arrange a steel plate identical in pillar top and bottom at last with the pillar outside dimension; Steel plate wherein in one side and the post each angle steel on contact surface, carry out fixedly through welding manner, the interior angle steel of another side and corresponding compound beam carries out fixed through welding manner.
3. shaped steel gypsum sectional construction structure as claimed in claim 2 is characterized in that, described embedded bar is reinforcing bar or angle steel or steel pipe or channel-section steel.
4. shaped steel gypsum sectional construction structure as claimed in claim 1 is characterized in that, described profiled sheet arch is processed by profiled sheet, and external surface carries out zinc-plated processing to strengthen durability.
5. shaped steel gypsum sectional construction structure as claimed in claim 1; It is characterized in that described gypsum arch is spliced after cutting processing by water-proof plaster block; Arch ring top re-lays gypsum block to form the plane, smears cementing agent on the interface of each building block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100483198A CN102146702B (en) | 2011-02-28 | 2011-02-28 | Profile steel gypsum combined building structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100483198A CN102146702B (en) | 2011-02-28 | 2011-02-28 | Profile steel gypsum combined building structure |
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| Publication Number | Publication Date |
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| CN102146702A CN102146702A (en) | 2011-08-10 |
| CN102146702B true CN102146702B (en) | 2012-08-22 |
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| CN2011100483198A Expired - Fee Related CN102146702B (en) | 2011-02-28 | 2011-02-28 | Profile steel gypsum combined building structure |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102691351A (en) * | 2012-06-02 | 2012-09-26 | 上海大学 | Supporting device for arched steel among beam columns |
| CN104563351A (en) * | 2013-10-29 | 2015-04-29 | 山东建筑大学 | Floor system combined by building block flat arches |
| CN112323978A (en) * | 2020-09-08 | 2021-02-05 | 北京市建筑设计研究院有限公司 | Corner cantilever structure and building structure |
| CN115045388B (en) * | 2022-07-05 | 2023-09-12 | 黑龙江大学 | A profiled steel plate restrained concrete column-combined flat beam frame structure and its construction method |
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|---|---|---|---|---|
| DD239237A1 (en) * | 1985-07-11 | 1986-09-17 | Erfurt Landbaukombinat | COVER FOR HALL-BASED CONSTRUCTIONS OF VARIOUS SPAN WIDTHS FROM GIPS |
| CN1126269A (en) * | 1994-06-17 | 1996-07-10 | 彼德·杜·普莱塞斯 | Wallboard for building |
| JP2005105648A (en) * | 2003-09-30 | 2005-04-21 | Tsugio Takahashi | Steel frame house |
| CN1816667A (en) * | 2003-05-02 | 2006-08-09 | D·W·鲍威尔 | Structure and method of prefabricated buildings |
| CN101492936A (en) * | 2008-11-19 | 2009-07-29 | 李登满 | Overtravel main machine supporting beam construction system |
| CN101666117A (en) * | 2009-08-19 | 2010-03-10 | 贵州大学 | Gypsum-concrete mixed structure energy-conserving residential building and manufacture method |
| CN101691784A (en) * | 2009-08-19 | 2010-04-07 | 贵州大学 | Steel structured wide-bay energy-saving residential building with gypsum walls and on-site layering and sectioning manufacturing method |
| CN101942886A (en) * | 2010-07-23 | 2011-01-12 | 源一建筑科技(上海)有限公司 | Spiral compound post |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6748712B2 (en) * | 2002-06-14 | 2004-06-15 | Usg Interiors, Inc. | Scalable suspension system for dome shaped ceilings |
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- 2011-02-28 CN CN2011100483198A patent/CN102146702B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DD239237A1 (en) * | 1985-07-11 | 1986-09-17 | Erfurt Landbaukombinat | COVER FOR HALL-BASED CONSTRUCTIONS OF VARIOUS SPAN WIDTHS FROM GIPS |
| CN1126269A (en) * | 1994-06-17 | 1996-07-10 | 彼德·杜·普莱塞斯 | Wallboard for building |
| CN1816667A (en) * | 2003-05-02 | 2006-08-09 | D·W·鲍威尔 | Structure and method of prefabricated buildings |
| JP2005105648A (en) * | 2003-09-30 | 2005-04-21 | Tsugio Takahashi | Steel frame house |
| CN101492936A (en) * | 2008-11-19 | 2009-07-29 | 李登满 | Overtravel main machine supporting beam construction system |
| CN101666117A (en) * | 2009-08-19 | 2010-03-10 | 贵州大学 | Gypsum-concrete mixed structure energy-conserving residential building and manufacture method |
| CN101691784A (en) * | 2009-08-19 | 2010-04-07 | 贵州大学 | Steel structured wide-bay energy-saving residential building with gypsum walls and on-site layering and sectioning manufacturing method |
| CN101942886A (en) * | 2010-07-23 | 2011-01-12 | 源一建筑科技(上海)有限公司 | Spiral compound post |
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| CN102146702A (en) | 2011-08-10 |
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Granted publication date: 20120822 Termination date: 20130228 |