CN113443177A - Ground supporting structure for high-low temperature environment simulation test system - Google Patents
Ground supporting structure for high-low temperature environment simulation test system Download PDFInfo
- Publication number
- CN113443177A CN113443177A CN202110552126.XA CN202110552126A CN113443177A CN 113443177 A CN113443177 A CN 113443177A CN 202110552126 A CN202110552126 A CN 202110552126A CN 113443177 A CN113443177 A CN 113443177A
- Authority
- CN
- China
- Prior art keywords
- steel
- invar
- low temperature
- test system
- support structure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000012360 testing method Methods 0.000 title claims abstract description 33
- 238000004088 simulation Methods 0.000 title claims abstract description 25
- 229910001374 Invar Inorganic materials 0.000 claims abstract description 113
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 41
- 239000010959 steel Substances 0.000 claims abstract description 41
- 239000010935 stainless steel Substances 0.000 claims abstract description 37
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 37
- 238000005338 heat storage Methods 0.000 claims abstract description 26
- 238000009413 insulation Methods 0.000 claims abstract description 24
- 229910000975 Carbon steel Inorganic materials 0.000 claims abstract description 15
- 239000010962 carbon steel Substances 0.000 claims abstract description 15
- 238000007789 sealing Methods 0.000 claims abstract description 14
- 239000011449 brick Substances 0.000 claims abstract description 12
- 239000011521 glass Substances 0.000 claims abstract description 12
- 239000011083 cement mortar Substances 0.000 claims abstract description 11
- 241000353135 Psenopsis anomala Species 0.000 claims abstract description 10
- 239000010425 asbestos Substances 0.000 claims abstract description 10
- 229910052895 riebeckite Inorganic materials 0.000 claims abstract description 10
- 239000011248 coating agent Substances 0.000 claims abstract description 8
- 238000000576 coating method Methods 0.000 claims abstract description 8
- 238000004321 preservation Methods 0.000 claims abstract description 7
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 description 5
- 238000009825 accumulation Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 230000007613 environmental effect Effects 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B64—AIRCRAFT; AVIATION; COSMONAUTICS
- B64G—COSMONAUTICS; VEHICLES OR EQUIPMENT THEREFOR
- B64G7/00—Simulating cosmonautic conditions, e.g. for conditioning crews
Landscapes
- Engineering & Computer Science (AREA)
- Remote Sensing (AREA)
- Aviation & Aerospace Engineering (AREA)
- Testing Resistance To Weather, Investigating Materials By Mechanical Methods (AREA)
Abstract
The invention discloses a ground support structure for a high-low temperature environment simulation test system, which comprises a bottom heat storage structure, an invar bottom support structure, a heat preservation structure and an invar non-deforming platform; the supporting structure is divided into four layers from bottom to top, and sequentially comprises a bottom heat storage structure, an invar steel bottom supporting structure, a heat preservation structure and an invar steel non-deforming platform; the bottom heat storage structure comprises a foundation pit waterproof coating, a melon seed heat storage layer and a cement mortar leveling layer; the invar steel bottom supporting structure comprises a bottom embedded steel plate, invar steel rib plates, invar steel pipes, a box bottom stainless steel sealing plate, stainless steel corrugated pipes, invar steel grid rib plates, invar steel mounting flanges, stainless steel bottom plates and a carbon steel I-shaped steel frame; the heat insulation structure comprises heat insulation glass bricks, pressure bearing steel plates and asbestos plates; the invar steel non-deforming platform comprises a non-deforming platform and a connecting bolt. The whole supporting structure has strong bearing capacity and high and low temperature resistance, and has good stability, deformation resistance and safety.
Description
Technical Field
The invention relates to the field of anti-deformation ground supporting structures, in particular to a ground supporting structure for a high-low temperature environment simulation test system.
Background
With the rapid development of modern science and technology, environmental tests become an indispensable part in research in many subject fields. In the field of aerospace, a newly developed spacecraft is usually subjected to various environmental simulation tests on the ground before being put into use, particularly high and low temperature environmental simulation tests. Through the ground test, the rationality of the design of the mechanical structure of the spacecraft, the performance of materials in different thermal environments, and the defects and hidden dangers in other designs can be solved before launching, and the reliability of equipment can be improved.
Because the spacecraft is mostly large-size, big quality structure, and this type of high low temperature environment simulation test is higher to measurement accuracy, system security, stability requirement, consequently be used for this type of high low temperature environment simulation test's test system, need system ground when possessing enough holding power, have less deformation volume to and great steady power, and can guarantee the temperature stability of test system inside, have concurrently and bear and keep warm the effect, satisfy experimental requirement.
Therefore, those skilled in the art are working to develop a new ground support structure for the high and low temperature environment simulation test system.
Disclosure of Invention
In view of the above-mentioned defects of the prior art, the technical problems to be solved by the present invention are the problems of insufficient bearing capacity of the ground support structure, large absolute deformation, poor local flatness, etc.
In order to achieve the purpose, the invention provides a ground support structure for a high-low temperature environment simulation test system, which comprises a bottom heat storage structure, an invar steel bottom surface support structure, a heat preservation structure and an invar steel non-deforming platform; the supporting structure is divided into four layers from bottom to top, and sequentially comprises the bottom heat storage structure, the invar steel bottom supporting structure, the heat preservation structure and the invar steel non-deforming platform; the bottom heat storage structure comprises a foundation pit waterproof coating, a melon seed heat storage layer and a cement mortar leveling layer; the bottom heat storage structure is divided into three layers from bottom to top, and sequentially comprises the foundation pit waterproof coating, the melon seed slice heat storage layer and the cement mortar leveling layer; the invar steel bottom supporting structure comprises a bottom embedded steel plate, invar steel rib plates, invar steel pipes, a stainless steel sealing plate at the bottom of the box body, stainless steel corrugated pipes, invar steel grid rib plates, invar steel mounting flanges, stainless steel bottom plates and a carbon steel I-shaped steel frame; the heat insulation structure comprises heat insulation glass bricks, pressure bearing steel plates and asbestos plates; the heat insulation structure is divided into three layers from bottom to top, and the heat insulation glass brick, the pressure bearing steel plate and the asbestos plate are sequentially arranged; the invar steel non-deformation platform comprises a non-deformation platform and a connecting bolt.
Furthermore, the bottom embedded steel plate is laid on the lowest surface of the invar steel bottom surface supporting structure in a flatwise mode and bears the load of the whole supporting structure.
Further, the bottom embedded steel plate is paved on a bottom foundation platform.
Furthermore, the invar steel rib plates, the invar steel pipes, the invar steel grid rib plates, the stainless steel bottom plate, the carbon steel I-shaped steel frame and the invar steel mounting flange are welded and fixed.
Further, the stainless steel corrugated pipe is connected with the invar steel pipe and the stainless steel sealing plate at the bottom of the box body in a welding mode.
And further, adjusting and compacting the carbon steel I-steel frame and the bottom embedded steel plate by adopting a base plate, and then welding and connecting.
Further, the invar steel mounting flange is connected with the non-deforming platform through the connecting bolts.
Furthermore, the diameter of the invar tube is 76mm, the length is 1500mm, and the wall thickness is 4 mm.
Further, there are 14 invar tubes, wherein, 1 sets up in the center, and 9 are 3 x 3 rectangle range distribution, and two liang of interval 850mm, and the remaining 4 are 2 x 2 rectangle range distribution, and two liang of interval 850 mm.
Furthermore, the cement mortar leveling layer is a mortar leveling structure with the thickness of 50 mm.
Furthermore, the invar steel rib plates, the invar steel pipes and the invar steel grid rib plates are welded and connected to form an invar steel fixing pile;
further, the stainless steel sealing plate at the bottom of the box body is flatly paved on the asbestos plate.
The invention has the technical effects that the bottom heat storage structure ensures the waterproofness and the moisture resistance of the whole bottom surface supporting structure on one hand, and realizes heat storage and cold storage through the melon seed heat storage layer on the other hand, thereby isolating the influence of the external environment on the high and low temperature environment simulation test system.
The invar steel bottom supporting structure comprises invar steel rib plates, invar steel pipes and invar steel grid rib plates which are welded and connected to form an invar steel fixing pile. Each invar steel pipe fixing pile is welded and fixed on a stainless steel bottom plate and a carbon steel I-shaped steel frame, and the backing plate is adopted to adjust and cushion the welding connection of the carbon steel I-shaped steel frame and the embedded steel plate at the bottom, so that on one hand, the invar steel pipes can be prevented from moving circumferentially under stress, on the other hand, the strength of the joint is ensured, and the anti-deformation strength of the invar steel pipes in the vertical and horizontal directions is improved. In addition, through setting up the invar steel spud pile, promoted bottom surface bearing capacity and stability of bearing structure.
According to the invar steel bottom supporting structure, the invar steel pipe is welded and fixed with the stainless steel sealing plate at the bottom of the box body through the stainless steel corrugated pipe, so that on one hand, cold and hot deformation on the structure can be compensated through the stainless steel corrugated pipe, and on the other hand, axial, transverse and angular displacement generated by the stainless steel sealing plate at the bottom of the box body and other internal structures of the box body due to stress can be compensated, so that the absolute deformation of the whole supporting structure is small, and the local flatness of the invar steel non-deformation platform is relatively high.
According to the heat insulation structure, the heat insulation glass brick can ensure that the test system is isolated from the external environment in temperature, so that the heat leakage is reduced, and the long-term stable heat insulation index in the test system is realized; the pressure-bearing steel plate is laid on the insulating glass brick, so that other supporting structures at the bottom of the structure can bear the load uniformly, and the working stability and safety of the system are improved.
The conception, the specific structure and the technical effects of the present invention will be further described with reference to the accompanying drawings to fully understand the objects, the features and the effects of the present invention.
Drawings
FIG. 1 is a partial schematic view of a ground support structure for a high and low temperature environment simulation test system according to a preferred embodiment of the present invention;
FIG. 2 is a three-dimensional view of a ground support structure for a high and low temperature environment simulation test system according to a preferred embodiment of the present invention;
the heat-insulation building block comprises, by weight, 1-a bottom heat-storage structure, 2-an invar steel bottom surface supporting structure, 3-a heat-insulation structure, 4-an invar steel non-deformation platform, 5-a bottom foundation platform, 6-a ground plane, 11-a foundation pit waterproof coating, 12-a melon seed slice heat-storage layer, 13-a cement mortar leveling layer, 21-a bottom embedded steel plate, 22-an invar steel rib plate, 23-an invar steel pipe, 24-a box bottom stainless steel sealing plate, 25-a stainless steel corrugated pipe, 26-an invar steel grid rib plate, 27-an invar steel mounting flange, 28-a stainless steel bottom plate, 29-a carbon steel I-shaped steel frame, 31-heat-insulation glass bricks, 32-a pressure-bearing steel plate, 33-an asbestos plate, 41-an invar platform and 42-a connecting bolt.
Detailed Description
The technical contents of the preferred embodiments of the present invention will be more clearly and easily understood by referring to the drawings attached to the specification. The present invention may be embodied in many different forms of embodiments and the scope of the invention is not limited to the embodiments set forth herein.
In the drawings, structurally identical elements are represented by like reference numerals, and structurally or functionally similar elements are represented by like reference numerals throughout the several views. The size and thickness of each component shown in the drawings are arbitrarily illustrated, and the present invention is not limited to the size and thickness of each component. The thickness of the components may be exaggerated where appropriate in the figures to improve clarity.
As shown in fig. 1 and fig. 2, a ground support structure for a high-low temperature environment simulation test system includes a bottom heat storage structure 1, an invar bottom support structure 2, a thermal insulation structure 3, and an invar non-deformable platform 4. The supporting structure is divided into four layers from bottom to top, and sequentially comprises a bottom heat storage structure 1, an invar steel bottom supporting structure 2, a heat preservation structure 3 and an invar steel non-deformation platform 4. Bottom heat accumulation structure 1 includes foundation ditch waterproof coating 11, melon seed piece heat accumulation layer 12 and cement mortar screed-coat 13, and bottom heat accumulation structure 1 divides the three-layer from bottom to top, is foundation ditch waterproof coating 11, melon seed piece heat accumulation layer 12 and cement mortar screed-coat 13 in proper order, and cement mortar screed-coat 13 is the thick mortar of one deck 50mm structure of making level. The invar steel bottom supporting structure 2 comprises a bottom embedded steel plate 21, an invar steel rib plate 22, an invar steel pipe 23, a box bottom stainless steel sealing plate 24, a stainless steel corrugated pipe 25, an invar steel grid rib plate 26, an invar steel mounting flange 27, a stainless steel bottom plate 28 and a carbon steel I-shaped steel frame 29. The heat insulation structure 3 comprises heat insulation glass bricks 31, pressure bearing steel plates 32 and asbestos plates 33, and the heat insulation structure 3 is divided into three layers from bottom to top, namely the heat insulation glass bricks 31, the pressure bearing steel plates 32 and the asbestos plates 33 in sequence. The invar non-deformable platform 4 comprises a non-deformable platform 41 and a connecting bolt 42. The invar steel non-deformable platform 4 is below the ground plane 6.
The bottom embedded steel plate 21 is laid on the lowest surface of the invar bottom surface supporting structure 2 to bear the load of the whole supporting structure. The bottom embedded steel plate 21 is laid on the bottom foundation platform 5.
Invar steel ribbed plate 22, invar steel pipe 23, invar steel grid ribbed plate 26, stainless steel bottom plate 28, carbon steel I-steel frame 29 and invar steel mounting flange 27 are welded and fixed. The stainless steel corrugated pipe 25 is connected with the invar steel pipe 23 and the stainless steel sealing plate 24 at the bottom of the box body in a welding mode, and the stainless steel corrugated pipe 25 plays a role in compensating cold and hot deformation and reducing size variables. The carbon steel I-steel frame 29 and the bottom embedded steel plate 21 are adjusted and tamped by a backing plate and then are welded and connected. The stainless steel sealing plate 24 at the bottom of the box body is flatly laid on the asbestos plate 33. The invar mounting flange 27 is connected to the non-deformable platform 41 with connecting bolts 42.
The invar tube 23 has a diameter of 76mm, a length of 1500mm and a wall thickness of 4 mm. The number of the invar tubes 23 is 14, wherein 1 invar tube is arranged in the center, 9 invar tubes are arranged and distributed in a 3 × 3 rectangle, the distance between every two invar tubes is 850mm, the other 4 invar tubes are arranged and distributed in a 2 × 2 rectangle, the distance between every two invar tubes is 850mm, the invar tubes 23 in the 2 × 2 rectangle are uniformly distributed by taking the invar tubes 23 in the center as the center, the invar tubes 23 in the 3 × 3 rectangle are uniformly distributed by taking the invar tubes 23 in the center as the center, and the 2 × 2 rectangle is sleeved in the 3 × 3 rectangle.
The bottom heat storage structure 1 ensures the waterproofness and the moisture resistance of the whole bottom surface supporting structure on one hand, and realizes heat storage and cold storage through the melon seed heat storage layer 12 on the other hand, thereby isolating the influence of the external environment on the high and low temperature environment simulation test system.
The invar steel bottom supporting structure 2, the invar steel rib plates 22, the invar steel tubes 23 and the invar steel grid rib plates 26 are welded and connected to form an invar steel fixing pile. Each invar steel pipe fixing pile is welded and fixed on the stainless steel bottom plate 28 and the carbon steel I-steel frame 29, and the backing plate is adopted to adjust and cushion the welding connection of the carbon steel I-steel frame 29 and the bottom embedded steel plate 21, so that on one hand, the invar steel pipes 23 can be prevented from moving circumferentially under stress, on the other hand, the strength of the connection part is ensured, and the vertical and horizontal deformation resistance strength of the invar steel pipes 23 is improved. In addition, through setting up the invar steel spud pile, promoted bottom surface bearing capacity and stability of bearing structure.
According to the invar steel bottom supporting structure 2, the invar steel pipe 23 is welded and fixed with the stainless steel sealing plate 24 at the bottom of the box body through the stainless steel corrugated pipe 25, so that on one hand, cold and hot deformation on the structure can be compensated through the stainless steel corrugated pipe 25, and on the other hand, the invar steel bottom supporting structure can be used for compensating axial, transverse and angular displacement of the stainless steel sealing plate 24 at the bottom of the box body and other internal structures of the box body caused by stress, so that the absolute deformation of the whole supporting structure is small, and the local flatness of the invar steel non-deformable platform 4 is relatively high.
According to the heat insulation structure 3, the heat insulation glass bricks 31 can ensure that the test system is isolated from the external environment in temperature, so that heat leakage is reduced, and long-term stable heat insulation indexes in the test system are realized; the pressure-bearing steel plate 32 is laid on the insulating glass brick 31, so that other supporting structures at the bottom of the structure can bear the load uniformly, and the working stability and safety of the system are improved.
The foregoing detailed description of the preferred embodiments of the invention has been presented. It should be understood that numerous modifications and variations could be devised by those skilled in the art in light of the present teachings without departing from the inventive concepts. Therefore, the technical solutions available to those skilled in the art through logic analysis, reasoning and limited experiments based on the prior art according to the concept of the present invention should be within the scope of protection defined by the claims.
Claims (10)
1. A ground support structure for a high-low temperature environment simulation test system is characterized by comprising a bottom heat storage structure, an invar bottom support structure, a heat preservation structure and an invar non-deforming platform; wherein,
the supporting structure is divided into four layers from bottom to top, and sequentially comprises the bottom heat storage structure, the invar steel bottom supporting structure, the heat preservation structure and the invar steel non-deforming platform;
the bottom heat storage structure comprises a foundation pit waterproof coating, a melon seed heat storage layer and a cement mortar leveling layer;
the bottom heat storage structure is divided into three layers from bottom to top, and sequentially comprises the foundation pit waterproof coating, the melon seed slice heat storage layer and the cement mortar leveling layer;
the invar steel bottom supporting structure comprises a bottom embedded steel plate, invar steel rib plates, invar steel pipes, a stainless steel sealing plate at the bottom of the box body, stainless steel corrugated pipes, invar steel grid rib plates, invar steel mounting flanges, stainless steel bottom plates and a carbon steel I-shaped steel frame;
the heat insulation structure comprises heat insulation glass bricks, pressure bearing steel plates and asbestos plates;
the heat insulation structure is divided into three layers from bottom to top, and the heat insulation glass brick, the pressure bearing steel plate and the asbestos plate are sequentially arranged;
the invar steel non-deformation platform comprises a non-deformation platform and a connecting bolt.
2. The ground support structure for the high and low temperature environment simulation test system of claim 1, wherein the bottom pre-buried steel plate is laid on the lowest surface of the invar bottom surface support structure to bear the load of the whole support structure.
3. The ground support structure for the simulation test system of high and low temperature environments of claim 1, wherein the bottom pre-buried steel plate is laid on a bottom foundation platform.
4. The ground support structure for high and low temperature environment simulation test system of claim 1, wherein the invar steel rib plates, the invar steel tubes, the invar steel grid rib plates, the stainless steel bottom plate, the carbon steel i-steel frame and the invar steel mounting flange are welded and fixed.
5. The ground support structure for the high and low temperature environment simulation test system according to claim 1, wherein the corrugated stainless steel tube is welded to the invar tube and the stainless steel sealing plate at the bottom of the tank.
6. The ground support structure for the high and low temperature environment simulation test system according to claim 1, wherein the carbon steel i-steel frame and the bottom embedded steel plate are adjusted and tamped by a backing plate and then welded.
7. The ground support structure for a high and low temperature environment simulation test system of claim 1, wherein the invar mounting flange is connected with the non-deformable platform by the connecting bolt.
8. The ground support structure for the high and low temperature environment simulation test system of claim 1, wherein the invar tube has a diameter of 76mm, a length of 1500mm and a wall thickness of 4 mm.
9. The ground support structure for simulation test system of high and low temperature environment of claim 1, wherein said invar tubes have 14, 1 of them being arranged at the center, 9 of them being arranged in 3 x 3 rectangle with a distance of 850mm, and the other 4 being arranged in 2 x 2 rectangle with a distance of 850 mm.
10. The ground support structure for a high and low temperature environment simulation test system according to claim 1, wherein the cement mortar leveling layer is a 50mm thick mortar leveling structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110552126.XA CN113443177B (en) | 2021-05-20 | 2021-05-20 | Ground supporting structure for high-low temperature environment simulation test system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110552126.XA CN113443177B (en) | 2021-05-20 | 2021-05-20 | Ground supporting structure for high-low temperature environment simulation test system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113443177A true CN113443177A (en) | 2021-09-28 |
| CN113443177B CN113443177B (en) | 2022-07-15 |
Family
ID=77809888
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110552126.XA Active CN113443177B (en) | 2021-05-20 | 2021-05-20 | Ground supporting structure for high-low temperature environment simulation test system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113443177B (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1249546A1 (en) * | 2001-03-16 | 2002-10-16 | Gerhard Fauner | Transportable building consisting of touch-and-close elements with watertight floor covering |
| CN103204251A (en) * | 2012-11-28 | 2013-07-17 | 北京卫星环境工程研究所 | Staff metabolism simulation system for ground comprehensive tests of manned spacecraft |
| US9228917B1 (en) * | 2009-04-17 | 2016-01-05 | Arrowhead Center, Inc. | Six degrees of freedom free-motion test apparatus |
| KR101588221B1 (en) * | 2014-08-08 | 2016-01-25 | 한국항공우주연구원 | Apparatus for Testing Satellite Test |
| CN108773504A (en) * | 2018-04-17 | 2018-11-09 | 北京航空航天大学 | A kind of motion simulator that can be worked under ultralow temperature high vacuum environment |
| CN209179051U (en) * | 2018-10-19 | 2019-07-30 | 芜湖赛宝信息产业技术研究院有限公司 | A kind of ground supports structure of large size high-and-low temperature humid heat test box |
| CN110080271A (en) * | 2019-04-19 | 2019-08-02 | 中国二十二冶集团有限公司 | The construction method of the pre-buried quality control of foundation bolt embedded part |
| CN210874369U (en) * | 2019-08-14 | 2020-06-30 | 陈如华 | Novel vacuum separation chamber of vacuum oil filter |
| CN111536391A (en) * | 2020-05-25 | 2020-08-14 | 中国科学院空间应用工程与技术中心 | Plane three-degree-of-freedom simulation air floating platform and operation method thereof |
| CN211672604U (en) * | 2019-12-02 | 2020-10-16 | 嘉兴市雷诺运动用品有限公司 | Ski gloves with detachable wrist support plate |
-
2021
- 2021-05-20 CN CN202110552126.XA patent/CN113443177B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1249546A1 (en) * | 2001-03-16 | 2002-10-16 | Gerhard Fauner | Transportable building consisting of touch-and-close elements with watertight floor covering |
| US9228917B1 (en) * | 2009-04-17 | 2016-01-05 | Arrowhead Center, Inc. | Six degrees of freedom free-motion test apparatus |
| CN103204251A (en) * | 2012-11-28 | 2013-07-17 | 北京卫星环境工程研究所 | Staff metabolism simulation system for ground comprehensive tests of manned spacecraft |
| KR101588221B1 (en) * | 2014-08-08 | 2016-01-25 | 한국항공우주연구원 | Apparatus for Testing Satellite Test |
| CN108773504A (en) * | 2018-04-17 | 2018-11-09 | 北京航空航天大学 | A kind of motion simulator that can be worked under ultralow temperature high vacuum environment |
| CN209179051U (en) * | 2018-10-19 | 2019-07-30 | 芜湖赛宝信息产业技术研究院有限公司 | A kind of ground supports structure of large size high-and-low temperature humid heat test box |
| CN110080271A (en) * | 2019-04-19 | 2019-08-02 | 中国二十二冶集团有限公司 | The construction method of the pre-buried quality control of foundation bolt embedded part |
| CN210874369U (en) * | 2019-08-14 | 2020-06-30 | 陈如华 | Novel vacuum separation chamber of vacuum oil filter |
| CN211672604U (en) * | 2019-12-02 | 2020-10-16 | 嘉兴市雷诺运动用品有限公司 | Ski gloves with detachable wrist support plate |
| CN111536391A (en) * | 2020-05-25 | 2020-08-14 | 中国科学院空间应用工程与技术中心 | Plane three-degree-of-freedom simulation air floating platform and operation method thereof |
Non-Patent Citations (2)
| Title |
|---|
| JA-YOUNG KANG: "Satellite Simulator for Integrated Simulation of Virtual Spacecraft Bus and Communications Payload", 《AIAA MODELING AND SIMULATION TECHNOLOGIES CONFERENCE AND EXHIBIT》 * |
| 张良俊,吴静怡,黄永华,徐世超,刘祎石,徐烈: "大型空间展开机构常压高低温环境模拟试验系统研制", 《航天器环境工程》 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113443177B (en) | 2022-07-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| TWI439600B (en) | Cryogenic storage tank and method for constructing the same | |
| US20140060771A1 (en) | Thermal energy storage vessel, systems, and methods | |
| CN102363962B (en) | Composite functional storage tank foundation of photo-thermal power generation high-temperature fused salt storage tank | |
| Yan et al. | Mechanical performance study of pipe-liner composite structure based on the digital image correlation method | |
| CN113443177B (en) | Ground supporting structure for high-low temperature environment simulation test system | |
| CN113202259B (en) | Anti-cracking overhead terrace construction method and structure thereof | |
| CN101737560B (en) | Ordinary state uncompensated direct burying method of high-temperature hot water pipeline | |
| CN212268413U (en) | Hot angle protection structure of low-temperature full-capacity storage tank | |
| CA2942865A1 (en) | Heat insulated tank | |
| CN111794264A (en) | Large-diameter high-temperature molten salt storage tank composite foundation and use method thereof | |
| RU24263U1 (en) | PIPE HEATER | |
| CN216619329U (en) | Perlite supplementing and filling system before large-volume LNG storage tank commissioning | |
| CN107940105B (en) | Steel structure fixed pier with channel steel connected with water supply and return fixed joint and channel steel calculation method | |
| US20170107733A1 (en) | Method for thermally insulating reservoirs | |
| CN113293789B (en) | Rigidly-connected LNG storage tank foundation double-bearing platform structure and manufacturing method thereof | |
| RU2687211C1 (en) | Method of increasing dynamic rigidity of a foundation under a vibration load and a device for its implementation | |
| CN214058660U (en) | Be used for large-scale fused salt storage tank bottoms device of light and heat power plant | |
| RU119843U1 (en) | GATE HEAT INSULATION DEVICE | |
| JPH08121695A (en) | Low temperature double-shell tank | |
| CN218914559U (en) | Land thin film type low-temperature metal storage tank | |
| CN100560876C (en) | The stiffening device of round-arch casing foundation | |
| RU2824699C1 (en) | Liquefied natural gas storage tank | |
| Shi et al. | Stress Analyses of Large Unanchored Open-Topped Oil Storage Tanks With Tapered Shells | |
| CN102250759B (en) | Methane generator tank with horizontal three-layer structure | |
| CN214119318U (en) | Heating power pipeline for municipal works |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |