CN204826198U - High stability suspension type building structure - Google Patents
High stability suspension type building structure Download PDFInfo
- Publication number
- CN204826198U CN204826198U CN201520389163.3U CN201520389163U CN204826198U CN 204826198 U CN204826198 U CN 204826198U CN 201520389163 U CN201520389163 U CN 201520389163U CN 204826198 U CN204826198 U CN 204826198U
- Authority
- CN
- China
- Prior art keywords
- column
- cant beam
- hanging
- stand
- cant
- 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.)
- Expired - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a high stability suspension type building structure, including prestressing force post portion, the portion of hanging, back timber portion and the portion of standing vertically, wherein prestressing force post portion includes first stand, second stand and the third stand of vertical setting in the ground, first stand, second stand and third stand equidistance interval ground set up, the top of first stand, second stand and third stand respectively with back timber portion connects. The portion of hanging including firstly hang the post, the second hangs the post and hangs main sloping, first hang top that post and second hung the post respectively with back timber portion connects. Upright the portion is including fourth stand, the 5th stand and the 6th stand, first crossbeam and second crossbeam, the top of fourth stand, the 5th stand and the 6th stand respectively with back timber portion connects. The utility model discloses high stability suspension type building structure has and bears the weight of that dynamic height, security are high, steel structural component specification is unified, the high advantage of stability.
Description
Technical field
The utility model belongs to construction steel structure field, especially relates to a kind of high stability suspended type architecture structure.
Background technology
The annual town and country construction floor space of China 2,000,000,000 square metres, unit of China building area energy consumption is more than 2 times of developed country.Concrete frame steel work is widely used in building field, but these concrete steel structure ubiquities of the prior art the problems such as large with girder steel, girder volume large, it is more to take up room and cost is higher.In order to address these problems, at present, in the prior art to having the single girder Shi Hanzhang in concrete steel structure, the bearing capacity and the reduction girder that improve girder are by this method high.Although this method improves the bearing capacity of single girder, reduces the depth of section of beam, but the overall performance improving whole concrete steel structure is gone do not have very large impact, the whole bearing capacity of its concrete steel structure, integral rigidity and overall shock resistance or poor, therefore the action effect of existing concrete steel structure is not very desirable.In this external traditional field of steel structure, because the weight of Steel material and top level structure is large, general use " lower large little " structure supports huge weight above, to ensure the safety of building; Be difficult to be formed that one has " up big and down small " chooses hovering hanging hang structure like this, the same like this, significantly limit the type of service of steel work, also make the form of building structure and function comparatively single.
Summary of the invention
Problem to be solved in the utility model is to provide a kind of high stability suspended type architecture structure, under the collocation of back timber portion, prestressed column portion, suspension part and erection part, improves stability and the bearing capacity of monolithic architecture structure.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of high stability suspended type architecture structure, is characterized in that: comprise prestressed column portion, suspension part, back timber portion and erection part, wherein
Described prestressed column portion comprises the first column be vertically arranged in ground, the second column and the 3rd column, described first column, the second column and the 3rd column are equally spaced arranged, and described first column, the second column are connected with described back timber portion respectively with the top of the 3rd column;
Described suspension part comprises the first hanging column, the second hanging column and hangs main cant beam, and described first hanging column and the second hanging column vertically be arranged in parallel, and described first hanging column is connected with described back timber portion respectively with the top of the second hanging column;
Described erection part comprises the 4th column, the 5th column and the 6th column, first crossbeam and second cross beam, described 4th column, the 5th column and the 6th column vertically equidistantly be arranged in parallel, and described 4th column, the 5th column are connected with described back timber portion respectively with the top of the 6th column.
Further, be provided with the first cant beam between described first column and the 3rd column, one end of described first cant beam is connected to the middle and lower part of the first column, and the other end of described first cant beam is connected to the top of described 3rd column.
Further, described first cant beam and described first column junction are connected with one end of the main cant beam of described suspension, and the other end of the main cant beam of described suspension connects the least significant end of described second hanging column, and the main cant beam of described suspension and horizontal plane form sharp angle.
Further, described prestressed column portion also includes the second cant beam, one end of described second cant beam is connected to the middle and lower part of the 3rd column, the other end of described second cant beam is connected to the top of described first column, described first cant beam and the second cant beam are staggered to form class " X " shape, and cross-point is fixedly connected with the second column, main beam is provided with between described first column and the 3rd column, one end of described main beam is connected to the point of intersection of the 3rd column and the first cant beam, and the other end of described main beam is connected to the point of intersection of the first column and the second cant beam.
Particularly, described suspension part also comprises the first suspension cant beam and second and hangs cant beam, described first one end hanging cant beam is connected to the top of the first column, described first other end hanging cant beam is connected to the first hanging column bottom, described second one end hanging cant beam is connected to the top of the first hanging column, and described second other end hanging cant beam is connected to the bottom of the second hanging column.
Particularly, described suspension part also comprises the 3rd hanging column, crossbeam and the 3rd hangs cant beam, described 3rd hanging column and the second hanging column vertically be arranged in parallel, the top of described 3rd hanging column connects described back timber portion, the bottom of described 3rd hanging column is connected by crossbeam with the bottom of described second hanging column, described 3rd one end hanging cant beam connects the bottom of the second hanging column, and the described 3rd other end hanging cant beam connects the top of the 3rd hanging column.
Particularly, described first column, the second column, the 3rd column, the 4th column, the 5th column, the 6th column, the first hanging column, distance between the second hanging column and the 3rd hanging column are equal, are 1/3 of the first stem height.
Further, be provided with cant beam group in described 3rd column, the 4th column, the 5th column and the 6th column, described cant beam group comprises the 3rd cant beam, the 4th cant beam, the 5th cant beam, the 6th cant beam and the 7th cant beam, an end points of described 3rd cant beam and an end points of the 4th cant beam are connected to the upper middle part of described 4th column jointly, another end points of described 3rd cant beam is connected to the top of described 3rd column, another end points of described 4th cant beam is connected to the middle and lower part of described 3rd column, described 4th column, 5th column, first crossbeam and back timber portion are interconnected to form a rectangular frame, the 5th cant beam and the 6th cant beam is provided with in described rectangular frame, one end of described 5th cant beam is connected with the top of the 4th column, the other end of described 5th cant beam is connected with the middle and upper part of described 5th column, one end of described 6th cant beam is connected with the top of described 5th column, the other end of described 6th cant beam is connected with the middle and upper part of described 4th cant beam, described 5th cant beam and the 6th cant beam are staggered into class " X " shape, and cross-point is fixedly connected with, one end of described second cross beam connects the middle and upper part of the 6th column, the other end of described second cross beam connects the middle and upper part of the 5th column, one end of described 7th cant beam connects the middle and upper part of the 6th column, the other end of described 7th cant beam connects the top of the 5th column.
Particularly, one end of described 7th cant beam connects 2/3 place of the 6th column, and described 3rd height hanging column is 1/3 of described first stem height, and one end of the main cant beam of described suspension is connected to 1/3 place of described first column.
The advantage that the utility model has and good effect are:
1), high stability suspended type architecture structure is divided into back timber portion, prestressed column portion, suspension part and erection part by the utility model, establish the first cant beam can reinforce stability and the fastness of the first column, the second column and the 3rd column in prestressed column, first column, first is hung column and second hang column by hanging main cant beam and be connected and can improve the stability of suspension part, and bearing capacity is high, safety is high and steelwork component uniform specification, stability are high.
2), the utility model arranges the second cant beam in prestressed column, and the first cant beam and the second cant beam increase shearing force and pulling force between prestressed column in " X " shape, can improve the bearing capacity of suspended type architecture structure, ensure that structural stability.
3), the utility model establishes the first suspension cant beam and second to hang cant beam in suspension part, and two stability can strengthening suspension part further with cant beam are saved steel simultaneously and can improve the rigidity of suspension part, improve the deformation performance of structure.
4), suspension part of the present utility model arranges the 3rd hanging column, under the prerequisite that whole steel work can bear, increase the length of suspension part, make to choose hollow structure mechanism and increase, enhance the using function of building structure, total is used reliable.
5), the utility model arranges erection part, more meets the requirement of mechanical balance, not only strengthens integrally-built stability and make building structure elegant in appearance simultaneously, meet people to the requirement of modern building safe mass and standard.
6), the height of the 6th column is set to 2/3 of the 5th stem height by the utility model, make 1/3 place that the crossbeam in erection part is positioned at 2/3 place of the 4th column and the 5th column, main beam is positioned at the first column, the second column and the 3rd column, like this structure of impartial three points of the first column, the second column, the 3rd column, the 4th column and the 5th column is met the needs of structural mechanics, stress balance, makes whole building structure more stable.
Accompanying drawing explanation
Fig. 1 is the utility model high stability suspended type architecture structure schematic diagram.
In figure:
1, the first column 2, second column 3, the 3rd column
4, the first cant beam 5, first hanging column 6, second hanging column
7, main cant beam 8, back timber part 9, second cant beam is hung
10, main beam 11, first hangs cant beam 12, second and hangs cant beam
13, the 3rd hanging column 14, the 4th column 15, the 5th column
16, the 6th column 17, first crossbeam 18, second cross beam
19, the 3rd cant beam 20, the 4th cant beam 21, the 5th cant beam
22, the 6th cant beam 23, the 7th cant beam 24, the 3rd hang cant beam
25, crossbeam
Detailed description of the invention
Below in conjunction with accompanying drawing, specific embodiment of the utility model is elaborated.
As shown in Figure 1, the utility model high stability suspended type architecture structure, comprises prestressed column portion, suspension part, back timber portion and erection part.
Wherein said prestressed column portion includes and is vertically arranged on the first column 1, second column 2 in ground and the 3rd column 3, described first column 1, second column 2 and the 3rd column 3 are equally spaced arranged, and described first column 1, second column 2 is connected with described back timber portion 8 respectively with the top of the 3rd column 3.The first cant beam 4 and the second cant beam 9 is provided with between described first column 1 and the 3rd column 3, one end of described first cant beam 4 is connected to the middle and lower part of the first column 1, the other end of described first cant beam 4 is connected to the top of described 3rd column 3, one end of described second cant beam 9 is connected to the middle and lower part of the 3rd column 3, the other end of described second cant beam 9 is connected to the top of described first column 1, described first cant beam 4 and the second cant beam 9 are staggered to form class " X " shape, and cross-point is fixedly connected with the second column 2, main beam 10 is provided with between described first column 1 and the 3rd column 3, one end of described main beam 10 is connected to the point of intersection of the 3rd column 3 and the first cant beam 4, the other end of described main beam 10 is connected to the point of intersection of the first column 1 and the second cant beam 9.
Described suspension part comprises the first hanging column 5, second hanging column 6 the 3rd and hangs column 13 and hang main cant beam 7, first suspension cant beam 11 and the second suspension cant beam 12, the 3rd suspension cant beam 24, crossbeam 25 and the 3rd suspension cant beam 24, and described first hanging column 5 is connected with described back timber portion 8 respectively with the top of the second hanging column 6.Described first cant beam 4 and described first column 1 junction are connected with one end of the main cant beam 7 of described suspension, the other end of the main cant beam of described suspension 7 connects the least significant end of described second hanging column 6, the main cant beam 7 of described suspension forms sharp angle with horizontal plane, described first one end hanging cant beam 11 is connected to the top of the first column 1, described first other end hanging cant beam 11 is connected to the first hanging column bottom 5, described second one end hanging cant beam 12 is connected to the top of the first hanging column 5, described second other end hanging cant beam 12 is connected to the bottom of the second hanging column 6, described 3rd one end hanging cant beam 15 connects the bottom of the second hanging column 16, described 3rd other end hanging cant beam 15 connects the top of the 3rd hanging column 15, the bottom of described 3rd hanging column 13 is connected by crossbeam 25 with the bottom of described second hanging column 6, three hanging columns can expand the ratio of suspended portion, and three hang cant beam and not only can play the effect connecting suspended portion and hang the stability that multiple triangular supports that cant beam forms can improve suspended portion simultaneously.
Described erection part comprises the 4th column 14, the 5th column 15, the 6th column 16, the 3rd cant beam 19, the 4th cant beam 20, the 5th cant beam 21, the 6th cant beam 22 and the 7th cant beam 23 first crossbeam 17 and second cross beam 18, and described 4th column 14, the 5th column 15 are connected with described back timber portion 8 respectively with the top of the 6th column 16.An end points of described 3rd cant beam 19 and an end points of the 4th cant beam 20 are connected to the upper middle part of described 4th column 14 jointly, another end points of described 3rd cant beam 19 is connected to the top of described 3rd column 3, another end points of described 4th cant beam 20 is connected to the middle and lower part of described 3rd column 3, and described cant beam comprises.Described 4th column 14, 5th column 15, first crossbeam 17 and back timber portion 8 are interconnected to form a rectangular frame, the 5th cant beam 21 and the 6th cant beam 22 is provided with in described rectangular frame, one end of described 5th cant beam 21 is connected with the top of the 4th column 14, the other end of described 5th cant beam 21 is connected with the middle and upper part of described 5th column 15, one end of described 6th cant beam 22 is connected with the top of described 5th column 15, the other end of described 6th cant beam 22 is connected with the middle and upper part of described 4th cant beam 14, described 5th cant beam 21 and the 6th cant beam 22 are staggered into class " X " shape, and cross-point is fixedly connected with, one end of described second cross beam 18 connects the middle and upper part of the 6th column 16, the other end of described second cross beam 18 connects the middle and upper part of the 5th column 15, one end of described 7th cant beam 23 connects the middle and upper part of the 6th column 16, the other end of described 7th cant beam 23 connects the top of the 5th column 15.Can the steel frame construction of firm erection part inside further by arranging the 3rd cant beam 19, the 4th cant beam 20, the 5th cant beam 21, the 6th cant beam 22 and the 7th cant beam 23, improve the stability of structure.Prestressed column part is arranged on the center of building structure, and left and right arranges erection part and suspended portion respectively, and the principle that the right and left of prestressed column not only can be made to meet stress balance meets the requirement of symmetrical beauty simultaneously.
One end of described 7th cant beam 23 connects 2/3 place of the 6th column 16, described 3rd height hanging column 13 is 1/3 of described first column 1 height, one end of the main cant beam of described suspension 7 is connected to 1/3 place of described first column 1, the structure of impartial three points meets the needs of structural mechanics, stress balance, makes whole building structure more stable.
Described first column 1, second column 2, the 3rd column 3, the 4th column 14, the 5th column 15, the 6th column 16, first hang column 5, second and hang vertically equidistantly arrangement between column 6 and the 3rd suspension column 13, spacing distance is 1/3 of the first stem height, if each column distance is each other long, top two parts hold can't stand excessive pressure, if each column distance each other resolutely, waste steel, therefore the design of 1/3 can save steel under the prerequisite of the pressure that meets the requirements is born in guarantee back timber portion.
High stability suspended type architecture structure is divided into back timber portion, prestressed column portion, suspension part and erection part by the utility model, establish the first cant beam 4 can reinforce stability and the fastness of the first column 1, second column 2 and the 3rd column 3 in prestressed column, first column 1, first is hung column 5 and second hang column 6 by hanging main cant beam 7 and be connected and can improve the stability of suspension part, and bearing capacity is high, safety is high and steelwork component uniform specification, efficiency are high.
Above an embodiment of the present utility model has been described in detail, but described content being only preferred embodiment of the present utility model, can not being considered to for limiting practical range of the present utility model.All equalizations done according to the utility model application range change and improve, and all should still belong within patent covering scope of the present utility model.
Claims (9)
1. a high stability suspended type architecture structure, is characterized in that: comprise prestressed column portion, suspension part, back timber portion and erection part, wherein
Described prestressed column portion comprises the first column (1) be vertically arranged in ground, the second column (2) and the 3rd column (3), described first column (1), the second column (2) and the 3rd column (3) are equally spaced arranged, and described first column (1), the second column (2) are connected with described back timber portion (8) respectively with the top of the 3rd column (3);
Described suspension part comprises the first hanging column (5), the second hanging column (6) and hangs main cant beam (7), described first hanging column (5) and the second hanging column (6) vertically be arranged in parallel, and described first hanging column (5) is connected with described back timber portion (8) respectively with the top of the second hanging column (6);
Described erection part comprises the 4th column (14), the 5th column (15) and the 6th column (16), first crossbeam (17) and second cross beam (18), described 4th column (14), the 5th column (15) and the 6th column (16) vertically equidistantly be arranged in parallel, and described 4th column (14), the 5th column (15) are connected with described back timber portion (8) respectively with the top of the 6th column (16).
2. high stability suspended type architecture structure according to claim 1, it is characterized in that: between described first column (1) and the 3rd column (3), be provided with the first cant beam (4), one end of described first cant beam (4) is connected to the middle and lower part of the first column (1), and the other end of described first cant beam (4) is connected to the top of described 3rd column (3).
3. high stability suspended type architecture structure according to claim 2, it is characterized in that: described first cant beam (4) and described first column (1) junction are connected with one end of the main cant beam of described suspension (7), the other end of the main cant beam of described suspension (7) connects the least significant end of described second hanging column (6), and the main cant beam of described suspension (7) forms sharp angle with horizontal plane.
4. high stability suspended type architecture structure according to claim 3, it is characterized in that: described prestressed column portion also includes the second cant beam (9), one end of described second cant beam (9) is connected to the middle and lower part of the 3rd column (3), the other end of described second cant beam (9) is connected to the top of described first column (1), described first cant beam (4) and the second cant beam (9) are staggered to form class " X " shape, and cross-point is fixedly connected with the second column (2), main beam (10) is provided with between described first column (1) and the 3rd column (3), one end of described main beam (10) is connected to the point of intersection of the 3rd column (3) and the first cant beam (4), the other end of described main beam (10) is connected to the point of intersection of the first column (1) and the second cant beam (9).
5. high stability suspended type architecture structure according to claim 1, it is characterized in that: described suspension part also comprises the first suspension cant beam (11) and second and hangs cant beam (12), described first one end hanging cant beam (11) is connected to the top of the first column (1), described first other end hanging cant beam (11) is connected to the first hanging column bottom (5), described second one end hanging cant beam (12) is connected to the top of the first hanging column (5), described second other end hanging cant beam (12) is connected to the bottom of the second hanging column (6).
6. high stability suspended type architecture structure according to claim 5, it is characterized in that: described suspension part also comprises the 3rd hanging column (13), crossbeam (25) and the 3rd hangs cant beam (24), described 3rd hanging column (13) and the second hanging column (6) vertically be arranged in parallel, the top of described 3rd hanging column (13) connects described back timber portion (8), the bottom of described 3rd hanging column (13) is connected by crossbeam (25) with the bottom of described second hanging column (6), described 3rd one end hanging cant beam (24) connects the bottom of the second hanging column (6), described 3rd other end hanging cant beam (24) connects the top of the 3rd hanging column (13).
7. high stability suspended type architecture structure according to claim 6, it is characterized in that: described first column (1), the second column (2), the 3rd column (3), the 4th column (14), the 5th column (15), the 6th column (16), the first hanging column (5), distance between the second hanging column (6) and the 3rd hanging column (13) are equal, are 1/3 of the first column (1) height.
8. high stability suspended type architecture structure according to claim 7, it is characterized in that: be provided with cant beam group in described 3rd column (3), the 4th column (14), the 5th column (15) and the 6th column (16), described cant beam group comprises the 3rd cant beam (19), the 4th cant beam (20), the 5th cant beam (21), the 6th cant beam (22) and the 7th cant beam (23), an end points of described 3rd cant beam (19) and an end points of the 4th cant beam (20) are connected to the upper middle part of described 4th column (14) jointly, another end points of described 3rd cant beam (19) is connected to the top of described 3rd column (3), another end points of described 4th cant beam (20) is connected to the middle and lower part of described 3rd column (3), described 4th column (14), 5th column (15), first crossbeam (17) and back timber portion (8) are interconnected to form a rectangular frame, the 5th cant beam (21) and the 6th cant beam (22) is provided with in described rectangular frame, one end of described 5th cant beam (21) is connected with the top of the 4th column (14), the other end of described 5th cant beam (21) is connected with the middle and upper part of described 5th column (15), one end of described 6th cant beam (22) is connected with the top of described 5th column (15), the other end of described 6th cant beam (22) is connected with the middle and upper part of described 4th cant beam (14), described 5th cant beam (21) and the 6th cant beam (22) are staggered into class " X " shape, and cross-point is fixedly connected with, one end of described second cross beam (18) connects the middle and upper part of the 6th column (16), the other end of described second cross beam (18) connects the middle and upper part of the 5th column (15), one end of described 7th cant beam (23) connects the middle and upper part of the 6th column (16), the other end of described 7th cant beam (23) connects the top of the 5th column (15).
9. high stability suspended type architecture structure according to claim 8, it is characterized in that: one end of described 7th cant beam (23) connects 2/3 place of the 6th column (16), described 3rd height hanging column (13) is 1/3 of described first column (1) height, and one end of the main cant beam of described suspension (7) is connected to 1/3 place of described first column (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520389163.3U CN204826198U (en) | 2015-06-08 | 2015-06-08 | High stability suspension type building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520389163.3U CN204826198U (en) | 2015-06-08 | 2015-06-08 | High stability suspension type building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204826198U true CN204826198U (en) | 2015-12-02 |
Family
ID=54683814
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520389163.3U Expired - Fee Related CN204826198U (en) | 2015-06-08 | 2015-06-08 | High stability suspension type building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204826198U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108775071A (en) * | 2018-06-29 | 2018-11-09 | 聂超 | A kind of construction method of prestressed suspension type building structure |
| CN109372123A (en) * | 2018-08-20 | 2019-02-22 | 中民筑友科技投资有限公司 | A kind of interlayer cantilevered concrete truss formula building |
-
2015
- 2015-06-08 CN CN201520389163.3U patent/CN204826198U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108775071A (en) * | 2018-06-29 | 2018-11-09 | 聂超 | A kind of construction method of prestressed suspension type building structure |
| CN109372123A (en) * | 2018-08-20 | 2019-02-22 | 中民筑友科技投资有限公司 | A kind of interlayer cantilevered concrete truss formula building |
| CN109372123B (en) * | 2018-08-20 | 2023-08-29 | 中民筑友科技投资有限公司 | Interlayer overhanging concrete truss type building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201326226Y (en) | Hexagonal honeycomb aseismic building frame structure | |
| CN204826198U (en) | High stability suspension type building structure | |
| CN106337502B (en) | The synthesis connection structure and its construction method of more, high-rise timber structure column, beam and wall | |
| CN203669456U (en) | Master-slave type high-rise steel frame-supporting, suspending and bearing-hanging system | |
| CN202718234U (en) | Hanging support steel structure | |
| CN207032553U (en) | A kind of combined earthquake-resistant building structure component | |
| CN203846791U (en) | Beam-column joint reinforcing pipa bracket system used for archaistic buildings or historic building restoration | |
| CN105178434B (en) | One kind chooses hovering and hangs building structure, building and annular building mansion | |
| CN201943183U (en) | Inclined cross frame beam | |
| CN105239752A (en) | Reinforced energy consumption wood joist | |
| CN206917081U (en) | A kind of beam column of steel structure | |
| CN205206047U (en) | Strenghthened type timber structure power consumption node | |
| CN205206089U (en) | Modularization cork wood structural ring protects energy -conserving wall | |
| CN204199535U (en) | Can the log cabin trusses of effective load-bearing | |
| CN203821882U (en) | Super high-rise prefabricated assembled type residential building | |
| CN205206228U (en) | Strenghthened type power consumption wood joist | |
| CN203846777U (en) | Novel aluminum and wood secondary beam | |
| CN203129641U (en) | Steel roof truss factory building | |
| CN217000309U (en) | Wood shear wall with bamboo-shaped wall ribs | |
| CN205421657U (en) | Supporting structure of wood structure building roof modelled after an antique | |
| CN202298901U (en) | Annular column grid steel beam connecting system with statically indeterminate structure | |
| CN203271193U (en) | Large overhang stand with space structure | |
| CN206090824U (en) | Adopt archaize building steel frame structure system of I shape cross -section roof beam | |
| CN204728541U (en) | Frame type lifting curtain wall | |
| CN200974855Y (en) | Truss type steel structure of furnace top of heating furnace |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20151202 Termination date: 20170608 |