CN201771236U - Non-downable solar energy steel-structured building body - Google Patents
Non-downable solar energy steel-structured building body Download PDFInfo
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- CN201771236U CN201771236U CN2010202001970U CN201020200197U CN201771236U CN 201771236 U CN201771236 U CN 201771236U CN 2010202001970 U CN2010202001970 U CN 2010202001970U CN 201020200197 U CN201020200197 U CN 201020200197U CN 201771236 U CN201771236 U CN 201771236U
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- building body
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Abstract
The utility model provides a non-downable solar energy steel-structured building body, which is suitable for building non-downable anti-seismic solar energy steel-structured building body under various geological conditions. The non-downable solar energy steel-structured building body structurally comprises a hemispherical foundation groove with a notch formed at the top; a ball segment shaped guard plate is arranged on a load-bearing steel plate welded through pre-buried steel parts in the foundation groove; a hemisphere filled with counterweight water is arranged in the guard plate and integrated with the guard plate into a whole; a building body foundation plate provided with a water inlet hole and pre-buried steel parts are arranged above the hemisphere and integrated with the hemisphere into a whole; a circle of guard plates are connected to the upper opening of the foundation groove; a building skeleton connected with the pre-buried steel parts in the building body foundation plate is arranged above the building body foundation plate; a solar energy curtain wall made of polycarbonate plates is fixed on the outer side of the building body skeleton; and an arch-shaped solar energy roof made of polycarbonate plates is fixedly connected to the top of the building body skeleton. The utility model has the characteristic of shock resistance; a building only has the foundation of single point support; solar energy can be fully utilized; and buildings are enabled to be standardized and industrialized so as to achieve industrialized production.
Description
Technical field the utility model relates to builing industry, is particularly suitable under various geological conditionss, is used for a kind of roly-poly type solar energy steel structure building body of anti-seismic construction.
Background technology is through consulting domestic and international interrelated data, building constructions before the utility model all is integrally-built ground, in order to prevent the destruction of earthquake, can only consolidated subsoil and collar tie beam, however also can't stop earthquake and damage to the distortion that building brings, way is solved nothing better.
Summary of the invention the utility model is intended to resist the catastrophic collapse that earthquake brings to the human residential environment, reduces the injures and deaths that the mankind cause because of earthquake disaster to greatest extent.For achieving the above object, the design scheme of the utility model roly-poly type solar energy steel structure building body is: a building building only supports with the single-point on a some basis, at underground a hemisphere is set, hemisphere is interior to be the counterweight of center of gravity with water, makes whole building body become a tumbler.Include one in its structure at the dome-type of underground with concrete pouring, the ball top has the foundation trench of breach, the steel part of pre-buried bar or tubulose at the bottom of foundation trench, be located at the pressure-bearing steel plate that welds with steel part in the foundation trench at the end, the axis place of foundation trench is placed with the backplate of a segment shape steel above the pressure-bearing steel plate, in backplate, there is one to be cast for one with steel concrete and backplate, be complementary with the backplate radian, waterproof, hemisphere parallel to the ground, in hemisphere, assemble heavy water, hemispheroidal suitable for reading being stamped with hemisphere is the building body foundation slab of the steel concrete that has inlet opening and pre-buried steel part of one, connecting the plate of encircling for protection foundation trench suitable for reading, above building body foundation slab, the building body skeleton that is connected with pre-buried steel part in the building body foundation slab, the sunlight board solar energy curtain wall that is connected and fixed on the outside of building body skeleton reaches the arch sunlight board solar energy roof that is connected and fixed with body skeleton top, building.The characteristics of the utility model roly-poly type solar energy steel structure building body are: 1, antidetonation, because whole building body is the building structure of roly-poly type, when earthquake takes place, foundation trench and the bearing plate that the end connects by steel part in it jolt or rock, the building body also will rock thereupon, after seismaesthesia disappears, the building body will return to original plumbness, and the earthquake about 10 grades also can not cause casualties and the building body collapses.2, making full use of solar energy, utilize solar energy heating water or generating because sunlight board all is equipped with at the top in the curtain wall of building body and building, be the hemisphere of counterbalance design, is again an energy storage space, without supplementary energy, makes the building integral environmental protection and energy saving.3, the easy construction of building body, most of parts can process in advance, make building be tending towards standardization, industrialization, commercialization can reach suitability for industrialized production.
Appended drawings is the structural representation of roly-poly type solar energy steel structure building body in the utility model.
The specific embodiment has further understanding for the structure to the utility model roly-poly type solar energy steel structure building body, and details are as follows in conjunction with the accompanying drawings:
With reference to accompanying drawing, the structure of the utility model roly-poly type solar energy steel structure building body includes among the figure one in the be hemispherical of underground with concrete pouring, the ball top has the foundation trench 1 of breach, steel part 2 at pre-buried bar in 1 end of foundation trench or tubulose, be located at a pressure-bearing steel plate 3 that welds with pre-buried steel part 2 in the foundation trench 1 at the end, the axis place of foundation trench 1 is placed with the backplate 4 of a segment shape steel above pressure-bearing steel plate 3, be one and be cast for one in backplate 4 with steel concrete and backplate 4, be complementary with backplate 4 radians, waterproof, hemisphere 5 parallel to the ground, in hemisphere 5, be equipped with to keep the ballast water 6 of building body weight heart balance, the useful steel concrete of the upper flap of hemisphere 5 cast with hemisphere 5 be one, the building body foundation slab 7 that has inlet opening and pre-buried steel part, for preventing that foreign material from entering in the foundation trench 1, connecting the plate 8 of encircling for protection at the place suitable for reading of foundation trench 1, above building body foundation slab 7, be connected with pre-buried steel part in the building body foundation slab 7 by shaped steel, or plastic-steel, or carbon fiber, or the building body skeleton 9 that constitutes of material such as mao bamboon, on the outside of building body skeleton 9, be connected and fixed sunlight board solar energy curtain wall 10, on the top of building body skeleton 9, be connected and fixed arch sunlight board solar energy roof 11.Wherein cooperate for rolling between hemisphere 5 and backplate 4 and the pressure-bearing steel plate 3.Hemisphere 5 is 45 °-50 ° with the maximum inclination of axis.In order to increase the basis of counterweight and reinforcing building body, in hemisphere 5, also can pour into a mould axial concrete support column simultaneously.
Claims (4)
1. roly-poly type solar energy steel structure building body, it is characterized in that it includes one and is using the dome-type of concrete pouring below ground, the ball top has the foundation trench (1) of breach, steel part (2) at pre-buried bar in foundation trench (1) end or tubulose, be located at the pressure-bearing steel plate (3) of top, the interior end of foundation trench (1) and steel part (2) welding, be placed with the backplate (4) of a segment shape steel at the axis place of pressure-bearing steel plate (3) top foundation trench (1), in backplate (4), there is one to be cast for one with steel concrete and backplate (4), be complementary with backplate (4) radian, waterproof, hemisphere parallel to the ground (5), assembling heavy water (6) in hemisphere (5), hemisphere (5) suitable for reading be stamped with hemisphere (5) for one, the building body foundation slab (7) that has the steel concrete of inlet opening and pre-buried steel part, connecting the plate (8) of encircling for protection foundation trench (1) suitable for reading, the building body skeleton (9) that is connected with pre-buried steel part in the building body foundation slab (7) in the top of building body foundation slab (7), the sunlight board solar energy curtain wall (10) that on the outside of building body skeleton (9), is being connected and fixed, and the arch sunlight board solar energy roof (11) that on building body skeleton (9) top, is connected and fixed.
2. the described roly-poly type solar energy of root a tree name claim 1 steel structure building body is characterized in that cooperating for rolling between hemisphere (5) and backplate (4) and the pressure-bearing steel plate (3).
3. the described roly-poly type solar energy of root a tree name claim 1 steel structure building body is characterized in that the hemisphere (5) and the maximum inclination of axis are 45 °-50 °.
4. the described roly-poly type solar energy of root a tree name claim 1 steel structure building body is characterized in that pourable in hemisphere (5) axial concrete support column being arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202001970U CN201771236U (en) | 2010-05-17 | 2010-05-17 | Non-downable solar energy steel-structured building body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202001970U CN201771236U (en) | 2010-05-17 | 2010-05-17 | Non-downable solar energy steel-structured building body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201771236U true CN201771236U (en) | 2011-03-23 |
Family
ID=43751081
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202001970U Expired - Fee Related CN201771236U (en) | 2010-05-17 | 2010-05-17 | Non-downable solar energy steel-structured building body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201771236U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024964A (en) * | 2018-09-18 | 2018-12-18 | 朱继琼 | The house disk steel ball vibration abatement of imperial anti-10 grades of earthquakes |
-
2010
- 2010-05-17 CN CN2010202001970U patent/CN201771236U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024964A (en) * | 2018-09-18 | 2018-12-18 | 朱继琼 | The house disk steel ball vibration abatement of imperial anti-10 grades of earthquakes |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Liaoyang new patent office Wu Xiaodong Document name: Notification of Termination of Patent Right |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110323 Termination date: 20130517 |