CN202117166U - Shape steel gypsum combined type building structure - Google Patents
Shape steel gypsum combined type building structure Download PDFInfo
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- CN202117166U CN202117166U CN2011201565063U CN201120156506U CN202117166U CN 202117166 U CN202117166 U CN 202117166U CN 2011201565063 U CN2011201565063 U CN 2011201565063U CN 201120156506 U CN201120156506 U CN 201120156506U CN 202117166 U CN202117166 U CN 202117166U
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Abstract
A shape steel gypsum combined type building structure belongs to the field of industrial and civil buildings, which mainly comprises a combined beam, a pillar, a compression shape steel plate arch and a gypsum arch. The combined beam is connected with the pillar in single hinged framework mode, multiple hinged frameworks are parallelly arranged, and hinged frameworks are connected by means of tightly overlapping the compression shape steel plate arch with the gypsum arch on the compression shape steel plate arch at the interlayer positions. The combined beam is formed by angle steel, a small steel plate, waterproof gypsum blocks and an adhesion agent. The pillar is formed by blocks, an embedded rod, angle steel and a steel plate. Two end portions of the compression shape steel plate arch are concreted with portions of the combined beam corresponding to the angle steel, and the gypsum arch is formed by cutting and splicing waterproof gypsum blocks. The shape steel gypsum combined type building structure has the advantages of being outstanding in energy conservation and environmental protection, light in self weight, short in construction period, low in comprehensive cost, capable of being recycled and produced in factory mode and the like. The shape steel gypsum combined type building structure can be applied to various industrial and civil buildings and is obvious in technical significance and social benefit.
Description
One technical field
The utility model relates to 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 purpose of the utility model is to overcome deficiency of the prior art, and a kind of novel form, the outstanding shaped steel gypsum sectional construction structure of environmental protection and energy saving are provided.
The structure of the utility model 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 in the utility model, 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 1 is the compound beam schematic cross-sectional view of shaped steel gypsum sectional construction structure.
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
Embodiment in the face of the utility model elaborates down: present embodiment provided detailed embodiment and process, but the protection domain of the utility model is not limited to following embodiment being to implement under the prerequisite with the present technique scheme.
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 (6)
1. shaped steel gypsum sectional construction structure; It is characterized in that; Structure 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.
2. shaped steel gypsum sectional construction structure as claimed in claim 1 is characterized in that described 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.
3. 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 the mode of welding, the angle steel in another side and the corresponding compound beam carries out fixed through the mode of welding.
4. like claim 1 or 3 described shaped steel gypsum sectional construction structures, it is characterized in that described embedded bar can be reinforcing bar, can be angle steel, can be steel pipe, also can be channel-section steel.
5. shaped steel gypsum sectional construction structure as claimed in claim 1; It is characterized in that described profiled sheet arch is processed by profiled sheet; The corresponding angle steel of both ends and compound beam or little the steel plate partly mode through welding are realized fixedly, and external surface can carry out zinc-plated processing to strengthen durability.
6. 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 can re-lay 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 |
|---|---|---|---|
| CN2011201565063U CN202117166U (en) | 2011-05-17 | 2011-05-17 | Shape steel gypsum combined type building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201565063U CN202117166U (en) | 2011-05-17 | 2011-05-17 | Shape steel gypsum combined type building structure |
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| Publication Number | Publication Date |
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| CN202117166U true CN202117166U (en) | 2012-01-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2011201565063U Expired - Fee Related CN202117166U (en) | 2011-05-17 | 2011-05-17 | Shape steel gypsum combined type building structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107338909A (en) * | 2017-04-11 | 2017-11-10 | 华侨大学 | A kind of construction method of the whole imitative stone column of stone, reinforced concrete combination |
| CN110905094A (en) * | 2019-11-30 | 2020-03-24 | 南宁学院 | Steel beam damping structure |
-
2011
- 2011-05-17 CN CN2011201565063U patent/CN202117166U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107338909A (en) * | 2017-04-11 | 2017-11-10 | 华侨大学 | A kind of construction method of the whole imitative stone column of stone, reinforced concrete combination |
| CN107338909B (en) * | 2017-04-11 | 2019-06-04 | 华侨大学 | A kind of whole stone-reinforced concrete combination imitates the construction method of stone column |
| CN110905094A (en) * | 2019-11-30 | 2020-03-24 | 南宁学院 | Steel beam damping structure |
| CN110905094B (en) * | 2019-11-30 | 2021-05-07 | 南宁学院 | Steel beam damping structure |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120118 Termination date: 20120517 |