CN203361331U - Steel-frame-structured standardized house or villa - Google Patents
Steel-frame-structured standardized house or villa Download PDFInfo
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- CN203361331U CN203361331U CN 201320426827 CN201320426827U CN203361331U CN 203361331 U CN203361331 U CN 203361331U CN 201320426827 CN201320426827 CN 201320426827 CN 201320426827 U CN201320426827 U CN 201320426827U CN 203361331 U CN203361331 U CN 203361331U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 57
- 239000010959 steel Substances 0.000 claims abstract description 57
- 238000003466 welding Methods 0.000 claims abstract description 9
- 238000005192 partition Methods 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 229910000746 Structural steel Inorganic materials 0.000 claims description 3
- 238000009417 prefabrication Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 description 12
- 239000004567 concrete Substances 0.000 description 6
- 239000000463 material Substances 0.000 description 4
- 230000035939 shock Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000010606 normalization Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 241000256602 Isoptera Species 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000008929 regeneration Effects 0.000 description 1
- 238000011069 regeneration method Methods 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model provides a steel-frame-structured standardized house or villa. The steel-frame-structured standardized house or villa is formed by assembling prefabricated structural boards and steel rib frame structures. The steel rib frame structure is composed of a plurality of purlins, beams and columns through splicing and the beams and the columns are connected through flange welding and web high-strength bolts. The steel-frame-structured standardized house or villa applies the steel rib frame structures to buildings of houses reasonably and is easy to construct and good in earthquake resistance.
Description
Technical field
The utility model relates to the field, prefabricated dwelling house, especially a kind of steel framed structure standardization private residence or villa with better anti-seismic performance.
Background technology
At present, there is following defect in steel building, one in using: large steel structure, and multiplex in the showroom of multilayer and above high-rise and large span, and cost is too high, in private residence, is difficult to promote and accept.Its two: steel structure private residence, containerized type house and the board house of lightweight simple type are difficult to as permanent house.Steel skeleton structure is applied among residence building, and easy construction, shock resistance are by force the difficult problems in recent China architectural practice.
Summary of the invention
The utility model proposes a kind of steel framed structure standardization private residence or villa, by prefabricated structural slab and reinforcing bar frame structure, be assembled together, described reinforcing bar frame structure is spliced by some purlins, beam and post, and described beam is connected with the web high-strength bolt with the edge of a wing welding that is connected to of post.
As further technical scheme, described post is by column web and be separately positioned on two post edges of a wing of both sides before and after described column web and form, beam consists of web and two flange of beams being separately positioned on the upper and lower both sides of described web, the left and right sides of column web is symmetrically arranged with upper and lower two-layer internal partition, described upper and lower two-layer internal partition is corresponding with the position of two flange of beams respectively, described each internal partition be horizontally disposed with and rear and front end respectively with two corresponding welding in the post edge of a wing, with be welded with the exterior skin steel plate on two internal partitions of beam homonymy, the outside of described exterior skin steel plate is welded with junction plate, described junction plate is perpendicular with column web and parallel with web, described web is connected by a plurality of high-strength bolts with junction plate.
Further, described reinforcing bar frame structure consists of hot rolled H-shaped or high frequency welding of H-structural steel.
Further, described reinforcing bar frame structure consists of cold-rolled forming section.
Further, described private residence or villa comprise vertical duct, and described vertical duct is taked centralized arrangement, are arranged in pipe special well or pipeline wall.
Further, described private residence or villa comprise vertical duct, and described vertical duct is taked the on-the-spot installation of prefabrication tube bank.
This steel framed structure standardization private residence or the villa that the utility model proposes, reasonably be applied to steel skeleton structure among residence building, and easy construction, shock resistance are strong.By scientific appraisal: the anti-seismic performance of steel work is much better than traditional concrete and the mixed house of brick.Can antidetonation more than eight grades, and can resist ten one-level typhoons, simultaneously, because the dead load of steel work is relatively light, weight per unit area only is equivalent to 1/2 of same homalographic brick mix structure weight, so its based process is easy, is applicable to most of geological conditions.Steel house is no longer worried the harm of termite as wooden house.
Because structure steel material used all adopts factory normalization processing, so the structural precision of Applying Steel Structures To A Villa is quite high, the structural system of a villa is comprised of up to ten thousand members, the average error of each member is lower than 2 millimeters, having guaranteed the quality in house, is that traditional construction method is beyond one's reach.The whole antidetonation house of the steel work that the utility model is provided applies in local-style dwelling houses widely; be conducive to add the pipe protection umbrella for the unfortunate people that meet with earthquake disaster; avoid earthquake disaster to cause casualties and property loss, bear for building a harmonious society and dare strong social responsibility.
The accompanying drawing explanation
Fig. 1 is the utility model structural representation;
The connection diagram that Fig. 2 is beam of the present utility model and post;
The top view that Fig. 3 is Fig. 2;
Wherein, 1-beam, 2-post, 3-post edge of a wing, 4-column web, 5-internal partition, 6-exterior skin steel plate, 7-flange of beam, 8-web, 9-junction plate, 10-high-strength bolt.
The specific embodiment
As shown in Figure 1, a kind of steel framed structure standardization private residence of the present utility model or villa, be assembled together by prefabricated structural slab and reinforcing bar frame structure, and described reinforcing bar frame structure is spliced by some purlins, beam 1 and post 2.As shown in Figures 2 and 3, described beam 1 welds with the edge of a wing that is connected to of post 2, the web high-strength bolt connects, post 2 consists of column web 4 and two post edges of a wing 3 being separately positioned on described column web 4 both sides, front and back, beam 1 by web 8 and be separately positioned on described web Shang Xia 8 two flange of beams 7 of both sides form, the left and right sides of column web 4 is symmetrically arranged with upper and lower two-layer internal partition 5, described upper and lower two-layer internal partition 5 is corresponding with the position of two flange of beams 7 respectively, described each internal partition 5 be horizontally disposed with and rear and front end respectively with two corresponding welding in the post edge of a wing 3, with be welded with exterior skin steel plate 6 on two internal partitions 5 of beam 1 homonymy, the outside of described exterior skin steel plate 6 is welded with junction plate 9, described junction plate 9 is perpendicular with column web 4 and parallel with web 8, described web 8 is connected by a plurality of high-strength bolts 10 with junction plate 9.Described reinforcing bar frame structure consists of hot rolled H-shaped or high frequency welding of H-structural steel, also can cold-rolled forming section, consist of described reinforcing bar frame structure.Described private residence or villa comprise vertical duct, and described vertical duct is taked centralized arrangement, are arranged in pipe special well or pipeline wall, also can take the on-the-spot installation of prefabrication tube bank.
This steel house the utility model proposes and the house of other structural systems are compared, it meet energy-conservation, save land, the requirement of water saving, material-saving, green, environmental protection, low-carbon (LC), sustainable development, and improved safety, applicability, comfortableness and the durability of building, it is the developing direction of 21 century house.
The first, steel house intensity is high, low from heavy and light, foundation cost.Steel house is lighter by 20%～50% than reinforced concrete structure house.Design fully demonstrates standardization, regularization, variation and generalization, defers to the principle of building, structure, water, warm, electricity, gas comprehensive Design, and in conjunction with the characteristic of local resources and folkways.
The second, industrialization level is high, short construction period.The steel work material therefor mostly is finished product or semiproduct, and the automatic degreeization of processing and fabricating is high, easy for installation.
The 3rd, anti-seismic performance is strong: the Core Walls Structure of steel frame concrete core cylindrical shell system, and take respectively to arrange little steel column, reinforced concrete column or adopt steel reinforced concrete structure according to seismic fortification intensity, increase ductility, improve anti-seismic performance, and convenient construction.Member connects employing rubber seat, buffering and shock preventing.
Steel house belongs to flexible structure, has greatly strengthened security reliability, globality, shock resistance, the anti-wind pressure of house.Steel house is lightweight, and good integrity, affected by seismic forces little than traditional structure, and steel structure material ductility is good, and the steel house vertical rigidity is even, and building cover structure can be according to bearing capacity, rigidity, the requirement such as provide fortification against earthquakes, as the cast-in-situ concrete composite floor.
Through earthquake zone, investigation shows, near the building of not collapsing the strong earthquakes band is nearly all steel building.
The 4th, can guarantee steel structure engineering construction quality: steel work is that factory normalization is made, on-site consolidation, every procedure can check precision and quality as equipment is installed, and can meet the requirement of each season construction of all regions, reduce to greatest extent the impact of outdoor construction environment on residential structure.
The 5th, the steel house short construction period: can realize that single multilayer constructs simultaneously, speed of application is fast, but the reduction of erection time is more than 1/3; Select:
Below 3 layers: frame system, lightgage steel joist (light gauge cold-formed steel shape) system;
4 ~ 6 layers: frame supported system, steel frame concrete core cylinder (shear wall) system;
7 ~ 12 layers: steel frame concrete core cylinder (shear wall) system, steel concrete combined structure system.
The 6th, can guarantee on-the-spot civilized construction: steel house Assembling parts, not only seldom see the common muddy water in building site situation completely, and noise, dust and building waste are also few, substantially be not subject to weather and seasonal effect during construction, greatly shortened construction period and occupation of capital time.
Steel house is also referred to as " house of getting off from streamline ".
The 7th, the steel house good endurance, long service life, can reach more than 90 years service life.
The 8th, the recyclable and regeneration of material, of reduced contamination when building and removing.
The 9th, the pipeline arrangement convenience is flexible.Compare with traditional architecture form of structure, can meet large bay, separate requirement flexibly.The user can according to oneself needs and hobby to house layout again, flexible.
Claims (6)
1. a steel framed structure standardization private residence or villa, by prefabricated structural slab and reinforcing bar frame structure, be assembled together, described reinforcing bar frame structure is spliced by some purlins, beam (1) and post (2), it is characterized in that: described beam (1) is connected with the web high-strength bolt with the edge of a wing welding that is connected to of post (2).
2. a kind of steel framed structure standardization private residence according to claim 1 or villa, it is characterized in that: described post (2) consists of column web (4) and two post edges of a wing (3) of being separately positioned on both sides before and after described column web (4), described beam (1) is by web (8) and be separately positioned on described web (8) two flange of beams (7) formation of both sides up and down, the left and right sides of column web (4) is symmetrically arranged with upper and lower two-layer internal partition (5), described upper and lower two-layer internal partition (5) is corresponding with the position of described two flange of beams (7) respectively, described each internal partition (5) be horizontally disposed with and rear and front end respectively with the corresponding welding in two post edges of a wing (3), with be welded with exterior skin steel plate (6) on two internal partitions (5) of beam (1) homonymy, the outside of described exterior skin steel plate (6) is welded with junction plate (9), described junction plate (9) is perpendicular with column web (4) and parallel with web (8), described web (8) is connected by a plurality of high-strength bolts (10) with junction plate (9).
3. a kind of steel framed structure standardization private residence according to claim 1 or villa, it is characterized in that: described reinforcing bar frame structure consists of hot rolled H-shaped or high frequency welding of H-structural steel.
4. a kind of steel framed structure standardization private residence according to claim 1 or villa, it is characterized in that: described reinforcing bar frame structure consists of cold-rolled forming section.
5. a kind of steel framed structure standardization private residence according to claim 1 or villa, it is characterized in that: described steel framed structure standardization private residence or villa comprise vertical duct, described vertical duct is taked centralized arrangement, is arranged in pipe special well or pipeline wall.
6. a kind of steel framed structure standardization private residence according to claim 1 or villa, it is characterized in that: described steel framed structure standardization private residence or villa comprise takes prefabrication to restrain field erected vertical duct.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320426827 CN203361331U (en) | 2013-07-18 | 2013-07-18 | Steel-frame-structured standardized house or villa |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320426827 CN203361331U (en) | 2013-07-18 | 2013-07-18 | Steel-frame-structured standardized house or villa |
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| Publication Number | Publication Date |
|---|---|
| CN203361331U true CN203361331U (en) | 2013-12-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201320426827 Expired - Fee Related CN203361331U (en) | 2013-07-18 | 2013-07-18 | Steel-frame-structured standardized house or villa |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926951A (en) * | 2016-05-06 | 2016-09-07 | 重庆标王机械设备有限公司 | Structure construction method of full-assembling type steel-structure housing |
| CN106245768A (en) * | 2016-08-30 | 2016-12-21 | 山东建筑大学 | A kind of assembled low-rise buildings Special-Shaped Column hinged steel frame door shape supporting construction |
| CN106917520A (en) * | 2017-04-25 | 2017-07-04 | 覃毅 | A kind of assembled villa |
| CN110453787A (en) * | 2019-08-27 | 2019-11-15 | 南雄市诚昌钢构有限公司 | A kind of across door steel frame construction of combined and spliced formula |
| CN113463759A (en) * | 2021-08-16 | 2021-10-01 | 任建利 | Arch structure frame, multi-curved-cavity wall, power generation building and colorful power generation city |
| CN115450472A (en) * | 2021-06-08 | 2022-12-09 | 吴忠来 | Assembled concrete structure villa |
-
2013
- 2013-07-18 CN CN 201320426827 patent/CN203361331U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926951A (en) * | 2016-05-06 | 2016-09-07 | 重庆标王机械设备有限公司 | Structure construction method of full-assembling type steel-structure housing |
| CN106245768A (en) * | 2016-08-30 | 2016-12-21 | 山东建筑大学 | A kind of assembled low-rise buildings Special-Shaped Column hinged steel frame door shape supporting construction |
| CN106917520A (en) * | 2017-04-25 | 2017-07-04 | 覃毅 | A kind of assembled villa |
| CN110453787A (en) * | 2019-08-27 | 2019-11-15 | 南雄市诚昌钢构有限公司 | A kind of across door steel frame construction of combined and spliced formula |
| CN115450472A (en) * | 2021-06-08 | 2022-12-09 | 吴忠来 | Assembled concrete structure villa |
| CN113463759A (en) * | 2021-08-16 | 2021-10-01 | 任建利 | Arch structure frame, multi-curved-cavity wall, power generation building and colorful power generation city |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: 650217 Yunnan city in Kunming Province Economic Development Zone No. 9 block of information industry base fruit Valley Garden 40 No. 3 Patentee after: YUNNAN XINTONGCHENG CONSTRUCTION GROUP CO.,LTD. Address before: 650228 Yunnan city of Kunming province old road Haigeng Walter commercial city 1 District 3 Building 7 floor Patentee before: YUNNAN HUIFENG CONSTRUCTION INVESTEMENT GROUP CO.,LTD. |
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| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131225 |
|
| CU01 | Correction of utility model | ||
| CU01 | Correction of utility model |
Correction item: Termination upon expiration of patent Correct: Revocation of Patent Expiration and Termination False: Expiration and Termination of 39 Volume 3102 Patent on August 4, 2023 Number: 31-02 Volume: 39 |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131225 |