CN102345398A - Load bearing structure of vertical lifting type high-rise three-dimensional garage - Google Patents
Load bearing structure of vertical lifting type high-rise three-dimensional garage Download PDFInfo
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- CN102345398A CN102345398A CN2011101955923A CN201110195592A CN102345398A CN 102345398 A CN102345398 A CN 102345398A CN 2011101955923 A CN2011101955923 A CN 2011101955923A CN 201110195592 A CN201110195592 A CN 201110195592A CN 102345398 A CN102345398 A CN 102345398A
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- honeycomb
- load bearing
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- carrying members
- vertical lift
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Abstract
The invention relates to a load bearing structure of a vertical lifting type high-rise three-dimensional garage. The load bearing structure comprises corner posts of four corners of a load bearing skeleton, center pillars of a front vertical surface and a back vertical surface, longitudinal side frame beams, X-shaped supports, middle transverse frame beams, lateral resisting constructional elements of two side vertical surfaces of the structure, hoisting shafts and parking spaces, wherein the X-shaped supports are arranged between the center pillars of the front vertical surface and the center pillars of the back vertical surface; the lifting shafts forms a middle; the load bearing structure is characterized in that the lateral resisting constructional elements of the two side vertical surfaces of the structure are formed by honeycomb beams which are arranged at each layer; the honeycomb beams are formed by upper flange plates, lower flange plates and web plates; voids are formed on the web plates to form a deep beam with open webs and solid webs which are presented alternatively; and the both ends of the honeycomb beams are in rigid connection with the corner pillars to form a transverse side force resisting system of the structure. By adopting the load bearing structure, the resistance moment of the cross section is increased, the anti-bending bearing capacity of the constructional elements are obviously increased and the lateral resistant stiffness of the structure is reinforced and the earthquake resistant property is good. The load bearing structure can ensure the lifting of the garbage and the operating stability of the transverse system, has more simpler structure and is more convenient and fast to install in field.
Description
Technical field
The present invention 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.
Summary of the invention
The object of the present invention 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.
Load-carrying members of the present invention; 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.
Vertical lift type high-rise steel structure multi-storied garage load-carrying members of the present invention; 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 of the present invention three;
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 a structural plan of the present invention arrangement diagram.
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
The present invention is further illustrated below in conjunction with accompanying drawing and embodiment:
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; The corner post that comprises four angles of load-bearing skeleton; The center pillar of front and back facade; Vertically frame is set a roof beam in place; X-shaped before being arranged between the facade center pillar of between the facade center pillar and back supports; The intermediate lateral Vierendeel girder; The anti-side member of 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 |
|---|---|---|---|
| CN2011101955923A CN102345398A (en) | 2011-07-13 | 2011-07-13 | Load bearing structure of vertical lifting type high-rise three-dimensional garage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101955923A CN102345398A (en) | 2011-07-13 | 2011-07-13 | Load bearing structure of vertical lifting type high-rise three-dimensional garage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102345398A true CN102345398A (en) | 2012-02-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011101955923A Pending CN102345398A (en) | 2011-07-13 | 2011-07-13 | Load bearing structure of vertical lifting type high-rise three-dimensional garage |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677936A (en) * | 2012-06-05 | 2012-09-19 | 江苏普腾停车设备有限公司 | Back cantilever type mechanical garage |
| CN111576964A (en) * | 2020-05-14 | 2020-08-25 | 广东荣禧智能车库有限公司 | Bearing support of stereo garage and mounting method thereof |
| CN113757759A (en) * | 2021-10-21 | 2021-12-07 | 文佳 | Warm pipeline laying structure that leads to based on different-shaped board bottom |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1999013177A1 (en) * | 1997-09-06 | 1999-03-18 | Mark Amos Aschheim | Moment-resistant structure, sustainer, and method of construction |
| CN101775914A (en) * | 2010-02-10 | 2010-07-14 | 湖南大学 | Bearing structure of three-dimensional garage with energy-consumption truss lateral-resistance form vertical-lifting type high-rise steel structure |
| CN202131805U (en) * | 2011-07-13 | 2012-02-01 | 湖南大学 | Vertical lifting type bearing structure of high-level stereo garage |
-
2011
- 2011-07-13 CN CN2011101955923A patent/CN102345398A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1999013177A1 (en) * | 1997-09-06 | 1999-03-18 | Mark Amos Aschheim | Moment-resistant structure, sustainer, and method of construction |
| CN101775914A (en) * | 2010-02-10 | 2010-07-14 | 湖南大学 | Bearing structure of three-dimensional garage with energy-consumption truss lateral-resistance form vertical-lifting type high-rise steel structure |
| CN202131805U (en) * | 2011-07-13 | 2012-02-01 | 湖南大学 | Vertical lifting type bearing structure of high-level stereo garage |
Non-Patent Citations (2)
| Title |
|---|
| 武岳: "六边形孔蜂窝梁力学性能与计算方法", 《哈尔滨工业大学学报》, vol. 41, no. 2, 28 February 2009 (2009-02-28) * |
| 郑坤龙: "变高度工字截面圆孔蜂窝梁的挠度计算", 《中国优秀硕士学位论文全文数据库》, 16 October 2007 (2007-10-16) * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677936A (en) * | 2012-06-05 | 2012-09-19 | 江苏普腾停车设备有限公司 | Back cantilever type mechanical garage |
| CN111576964A (en) * | 2020-05-14 | 2020-08-25 | 广东荣禧智能车库有限公司 | Bearing support of stereo garage and mounting method thereof |
| CN113757759A (en) * | 2021-10-21 | 2021-12-07 | 文佳 | Warm pipeline laying structure that leads to based on different-shaped board bottom |
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Application publication date: 20120208 |