CN202131805U - Vertical lifting type bearing structure of high-level stereo garage - Google Patents
Vertical lifting type bearing structure of high-level stereo garage Download PDFInfo
- Publication number
- CN202131805U CN202131805U CN201120246525U CN201120246525U CN202131805U CN 202131805 U CN202131805 U CN 202131805U CN 201120246525 U CN201120246525 U CN 201120246525U CN 201120246525 U CN201120246525 U CN 201120246525U CN 202131805 U CN202131805 U CN 202131805U
- Authority
- CN
- China
- Prior art keywords
- honeycomb
- carrying members
- load
- web
- vertical lift
- 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
Images
Landscapes
- Vibration Dampers (AREA)
Abstract
A vertical lifting type bearing structure of a high-level stereo garage comprises corner columns at four corners of a bearing framework, middle columns on the front vertical face and the rear vertical face, a longitudinal-side frame beam, X-shaped supports arranged between the middle columns on the front vertical face and between the middle columns on the rear vertical face, a middle transverse frame beam, lateral-force resisting members on the vertical faces of two sides of the structure, a hoisting shaft forming the middle and parking places on two sides. The lateral-force resisting members on the vertical faces of two sides of the structure are composed of honeycomb beams arranged on each layer, each honeycomb beam is composed of an upper flange plate, a lower flange plate and a web plate, and a hole is arranged on the web plate, thereby forming a deep beam with an empty web and a solid web which arise alternatively. Two ends of each honeycomb beam are in rigid connection with the corner columns to form a transverse lateral-force resisting system of the structure. The vertical lifting type bearing structure of the high-level stereo garage enlarges section modulus, remarkably improves bending-resistance bearing capacity of the members, increases lateral-force resisting rigidity of the structure, and is good in shock-resisting performance, simpler in structure and quicker and more convenient in field installation and capable of ensuring stability of garbage lifting and a transverse moving system.
Description
Technical field
The utility model relates to a kind of vertical lift type storied 3-D garage load-carrying members that the city pony car is parked that are used for.Relate in particular to a kind of honeycomb beam type steel framework vertical lift type storied 3-D garage load-carrying members.
Background technology
Along with the fast development of China's rapid economic development and auto industry, the popularity rate of family expenses car improves rapidly in the city.But at present the parking lot construction in city does not catch up with the growth of car quantity far away, makes that the contradiction of vehicle parking is becoming increasingly acute in the city.Floor space is little because the high-rise steel structure parking systems has, appearance car rate is high, easy construction, and characteristics such as storing and taking out car required time weak point, bicycle parking safety become the preferred option that China big and medium-sized cities solve parking problem.CN101775914A discloses a kind of energy-consumption truss lateral-resistance formula vertical lift type high-rise steel structure multi-storied garage load-carrying members, this structure mainly comprise the center pillar of four jiaos load-bearing corner post, front and back facade, vertically frame set a roof beam in place, support at the center pillar of front and back facade and X-shaped between vertically frame is set a roof beam in place, the energy-consumption truss of intermediate lateral Vierendeel girder and two sides interlayer layout.The anti-side rigidity of the energy-consumption truss that this interlayer is arranged is discontinuous along height profile, thereby influences the stability of up-down, crossing system work in the garage; And structure is complicated, and rod member quantity is many, and it is not too convenient to install.
The utility model content
The purpose of the utility model is to provide another kind of vertical lift type storied 3-D garage load-carrying members.To realize to coordinate well the anti-side rigidity and the anti-seismic performance of high-rise steel structure multi-storied garage, guarantee that the anti-side rigidity of structure is along the height continuous distributed; And structure is simpler, and more convenient and quicker is installed.
The load-carrying members of the utility model; Comprise the center pillar of corner post, the front and back facade at four angles of load-bearing skeleton, before vertically frame is set a roof beam in place, is arranged between the facade center pillar and the anti-side member of the X-shaped support between the facade center pillar of back, intermediate lateral Vierendeel girder, structure two side elevations; The winding shaft in the middle of constituting and the parking space of both sides; It is characterized in that the anti-side member of said structure two side elevations is made up of the Honeycomb Beam that is arranged in each layer, said Honeycomb Beam is by frange plate and web constitute up and down; On web, have hole, form the deep beam that a kind of empty stomach and real abdomen two parts alternately occur; Honeycomb Beam two ends and corner post rigidly connect, and constitute the horizontal lateral resisting system of structure.
The rise-span ratio of said Honeycomb Beam is 1/12 ~ 1/10.
Described hole evenly distributes along web, and the ratio of hole height or diameter and honeycomb deck-molding is 0.6 ~ 0.75, and the adjacent holes center distance is 1 ~ 1.2 times of honeycomb deck-molding.
The shape of described hole is circle or regular hexagon.
Said load-carrying members laterally are about 6 meters, vertically are about 7.8 meters, and floor height is 2.0 ~ 2.4 meters.
Said corner post and center pillar are H shaped steel or square steel pipe.
The vertical lift type high-rise steel structure multi-storied garage load-carrying members of the utility model; Owing to the increase of Honeycomb Beam depth of section has strengthened the cross section resistance moment; The anti-bending bearing capacity of member is significantly improved; And improved the line ratio of rigidity of beam column, strengthen the constraint of beam coupled columns, thereby increased the anti-side rigidity of structure; Because the real abdomen of Honeycomb Beam alternately occurs with two parts on an empty stomach, structure is under horizontal earthquake action, and plastic strain will at first take place the Honeycomb Beam web of section on an empty stomach, thereby can make structure through the local plastic strain of the beam seismic energy that dissipates, and anti-seismic performance is good.Can guarantee the stability of Garage lifting, crossing system work; Because both sides no longer need the lateral resisting knighthead, structure is simpler, mechanical component can hang in installation from the side, and the Honeycomb Beam member can directly be made in factory process, the on-the-spot more convenient and quicker of installing.
Description of drawings
Fig. 1 looks sketch map for three of the utility model;
Fig. 2 is three layers the 3D solid design sketch in middle part among Fig. 1;
Fig. 3 constitutes sketch map for Honeycomb Beam;
Fig. 4 is the structural plan arrangement diagram of the utility model.
Label is respectively among the figure:
1-corner post; 2-center pillar; 3-vertically frame is set a roof beam in place; 4-X-shaped center support; 5-intermediate lateral Vierendeel girder; 6-Honeycomb Beam; 7-Honeycomb Beam top flange; 8-Honeycomb Beam bottom flange; 9-Honeycomb Beam web; The real abdomen of 10-Honeycomb Beam district; 11-Honeycomb Beam is distinguished on an empty stomach; I-middle winding shaft; The parking space of II-both sides;
La-texture edge;
F-structure front;
B-structure back;
N-vehicle turnover direction.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the utility model is further described:
Embodiment:
Referring to accompanying drawing:
The three-dimensional car load-carrying members of present embodiment vertical lift type high-rise steel structure lateral length S is that 6 meters, longitudinal length La are 7.8 meters, and floor height h is 2.2 meters, by the center pillar 2 of four corner posts 1, front and back facade, vertically frame sets a roof beam in place 3 (among the figure
xTo), be arranged in before X-shaped between the facade center pillar of between the facade center pillar and back support 4, intermediate lateral Vierendeel girder 5 (
yTo) and the Honeycomb Beam of two sides 6 form the parking space II of winding shaft I and both sides in the middle of constituting.The corner post 1 and the center pillar 2 of present embodiment are square steel pipe.
The Honeycomb Beam 6 of present embodiment is made up of top flange 7, bottom flange 8 and web 9, on web 9, has regular hexagon hole 10, and described hole 10 evenly distributes along web 9, the height of hole 10
h cWith the honeycomb deck-molding
hRatio be 0.75, the adjacent holes center distance
aBe the honeycomb deck-molding
h1.2 times, thereby form the deep beam that a kind of empty stomach 10 and real abdomen 11 two parts alternately occur.The Honeycomb Beam rise-span ratio is 1/10, and its two ends and corner post 1 rigidly connect, constitute structure two side elevations laterally (
yTo) the lateral resisting system.
This deep beam that is alternately occurred by empty stomach 10 and real abdomen 11 two parts can increase the anti-side rigidity of level of structure; Because of existing the web that causes to weaken, hole will make Honeycomb Beam empty stomach section that plastic strain at first takes place; Thereby earthquake energy reaches the purpose of energy-dissipating and shock-absorbing.
Claims (6)
1. vertical lift type storied 3-D garage load-carrying members
; Comprise the center pillar of corner post, the front and back facade at four angles of load-bearing skeleton, before vertically frame is set a roof beam in place, is arranged between the facade center pillar and the anti-side member of the X-shaped support between the facade center pillar of back, intermediate lateral Vierendeel girder, structure two side elevations; The winding shaft in the middle of constituting and the parking space of both sides; It is characterized in that; The anti-side member of said structure two side elevations is made up of the Honeycomb Beam that is arranged in each layer; Said Honeycomb Beam is by frange plate and web constitute up and down; On web, have hole, form the deep beam that a kind of empty stomach and real abdomen two parts alternately occur; Honeycomb Beam two ends and corner post rigidly connect, and constitute the horizontal lateral resisting system of structure.
2. vertical lift type storied 3-D according to claim 1 garage load-carrying members is characterized in that the rise-span ratio of said Honeycomb Beam is 1/12～1/10.
3. vertical lift type storied 3-D according to claim 1 garage load-carrying members; It is characterized in that; Described hole evenly distributes along web, and the ratio of hole height or diameter and honeycomb deck-molding is 0.6～0.75, and the adjacent holes center distance is 1～1.2 times of honeycomb deck-molding.
4. vertical lift type storied 3-D according to claim 1 garage load-carrying members is characterized in that the shape of described hole is circle or regular hexagon.
5. according to claim 1 or 2 or 3 described vertical lift type storied 3-D garage load-carrying members, it is characterized in that said load-carrying members laterally are about 6 meters, vertically are about 7.8 meters, floor height is 2.0～2.4 meters.
6. vertical lift type storied 3-D according to claim 1 garage load-carrying members is characterized in that said corner post and center pillar are H shaped steel or square steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120246525U CN202131805U (en) | 2011-07-13 | 2011-07-13 | Vertical lifting type bearing structure of high-level stereo garage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120246525U CN202131805U (en) | 2011-07-13 | 2011-07-13 | Vertical lifting type bearing structure of high-level stereo garage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202131805U true CN202131805U (en) | 2012-02-01 |
Family
ID=45520578
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201120246525U Expired - Fee Related CN202131805U (en) | 2011-07-13 | 2011-07-13 | Vertical lifting type bearing structure of high-level stereo garage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202131805U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102345398A (en) * | 2011-07-13 | 2012-02-08 | 湖南大学 | Load bearing structure of vertical lifting type high-rise three-dimensional garage |
| CN103255876A (en) * | 2013-05-29 | 2013-08-21 | 江南嘉捷电梯股份有限公司 | Transverse beam for garage |
-
2011
- 2011-07-13 CN CN201120246525U patent/CN202131805U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102345398A (en) * | 2011-07-13 | 2012-02-08 | 湖南大学 | Load bearing structure of vertical lifting type high-rise three-dimensional garage |
| CN103255876A (en) * | 2013-05-29 | 2013-08-21 | 江南嘉捷电梯股份有限公司 | Transverse beam for garage |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205171747U (en) | Prefabricated assembled shear force wall perps connection structure | |
| CN202055373U (en) | Combined structure of double-steel-plate sandwich concrete wall and square steel tube concrete | |
| CN105484388A (en) | Prefabricated assembly type shear wall vertical slit connecting structure and construction method thereof | |
| CN102704595B (en) | Shear wall with 'profile steel column-steel beam-steel support' embedded between steel tube concrete columns and manufacturing method | |
| CN102661000B (en) | Elastic support for single-layer multi-camber steel-structured net rack with single-layer welded balls | |
| CN103206016B (en) | Pyramid-type building | |
| CN104746773A (en) | Prefabricated assembled type self-resetting shear wall structure | |
| CN104895229B (en) | Prefabricated assembled steel node concrete plate-column structure and its hanging method | |
| CN102635163A (en) | Assembled monolithic multilayer long-span bidirectional multi-span building with space steel grid box-type structures | |
| CN103046644B (en) | Cold-formed thin-walled steel column and beam structural system for multistoried building | |
| CN202131805U (en) | Vertical lifting type bearing structure of high-level stereo garage | |
| CN101775914B (en) | Bearing structure of three-dimensional garage with energy-consumption truss lateral-resistance form vertical-lifting type high-rise steel structure | |
| CN203334542U (en) | Floor slab steel truss structure | |
| CN102345398A (en) | Load bearing structure of vertical lifting type high-rise three-dimensional garage | |
| CN204876196U (en) | Prefabricated assembled is from restoring to throne shear wall structure | |
| CN201598727U (en) | Load-bearing structure of vertical lifting type high-rise three-dimensional garage in steel structure | |
| CN204876252U (en) | Prefabricated assembled steel node concrete slab post structure | |
| CN203334423U (en) | Rebar joint structure of prefabricated stacked balcony slab and main body | |
| CN203238845U (en) | Cantilever beam component with high load-bearing capacity | |
| CN103195162B (en) | Standard unit assembled energy dissipating and damping structure system | |
| CN114541585B (en) | Truss structure design method based on large-space multi-layer building | |
| CN212295030U (en) | Commercial basement roof structure for dwelling | |
| CN202519813U (en) | Concealed bracing energy-intensive low shear wall structure system with built-in steel plates and steel bars | |
| CN202055413U (en) | Huge column shaped like double Chinese character YA | |
| CN104652853A (en) | Quick lifting installation building structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120201 Termination date: 20120713 |