CN202055589U - Underground parking garage with single-spiral double-way lane - Google Patents
Underground parking garage with single-spiral double-way lane Download PDFInfo
- Publication number
- CN202055589U CN202055589U CN2011201509044U CN201120150904U CN202055589U CN 202055589 U CN202055589 U CN 202055589U CN 2011201509044 U CN2011201509044 U CN 2011201509044U CN 201120150904 U CN201120150904 U CN 201120150904U CN 202055589 U CN202055589 U CN 202055589U
- Authority
- CN
- China
- Prior art keywords
- garage
- spiral
- way zone
- screw
- parking
- 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 - Lifetime
Links
Images
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model discloses an underground parking garage with a single-spiral double-way lane, which comprises a parking garage and a parking garage outer wall, wherein the inner wall of the parking garage outer wall is connected with a spiral ramp, the spiral ramp comprises a spiral double-way lane, and the outer side of the spiral double-way lane is provided with parking spaces which are continuously distributed along the lane. In the utility model, the parking spaces which are continuously distributed are arranged at the outer side of the spiral double-way lane, so that the number of parking spaces can be increased, the space utilization rate of the parking garage can be improved, simultaneously, a barrel-shaped enclosing structure is adopted; the building risk, the engineering manufacture cost and the parking space average manufacture cost can be effectively reduced; and the cost can be saved.
Description
Technical field
The utility model relates to a kind of underground garage, relates in particular to a kind of single-screw two way zone underground garage.
Background technology
Along with the infrastructure development, the quick arrival in city automobile epoch, underground garage significantly increases.Wherein peak discharge occurs is in the building of being built or the sub-district divides into one or more layers underground garage.Yet for the downtown urban land, peripheral path and underground utilities are intensive, and the land used anxiety is excavated underground garage according to a conventional method and do not had possibility, and supply falls short of demand to cause the parking space, urban centre thus, congested in traffic phenomenon.The parking stall requirement that rises steadily far can not be satisfied in the building of having built for the old town dosage parking stall of generally not having underground garage or an existing underground garage in addition, can only build in limited vacant lot the ground stereoscopic garage or downwards excavation build traditional underground garage, but it is very risky that excavation is gone along with sb. to guard him, the expense costliness.
Summary of the invention
The utility model provide a kind of occupation of land less, the single-screw two way zone underground garage of space availability ratio height, economy, solved the low problem of traditional underground garage space availability ratio.
A kind of single-screw two way zone underground garage comprises garage and garage exterior wall, and inner wall is connected with spiral ramp outside the described garage, and spiral ramp comprises the spiral two way zone; The described spiral two way zone outside is provided with along the parking position of track continuous distributed.
Increase the parking stall in order to make full use of the underground space, need to strengthen the cutting depth in garage, increase along with the degree of depth, surrounding soil has produced huge lateral pressure to the garage, therefore for the pressure of soil layer around the more effective opposing to the garage, reduce construction costs and risk simultaneously, described garage global shape is barrel-shaped.
The parking position sidewall is connected with the garage exterior wall, and the side that the garage exterior wall deviates from parking position is provided with retaining wall.Retaining wall and garage exterior wall can form drum-shaped structure jointly, give full play to the arching of drum, and layer soil body is to the pressure in garage outside the opposing garage.
The rounded space enclosing structure of retaining wall comprises the pile body of going along with sb. to guard him that keeps off native water-stop curtain and continuous distributed, and wherein keeping off native water-stop curtain can form with the powerful stirring concrete earth pile of continuous multiaxis, high-pressure rotary jet grouting pile and high-pressure slip-casting.Go along with sb. to guard him pile body and can be bored pile, also can be multi-spindle drilling castinplace pile, preformed pile, can also be in cement mixing pile, implanting the pile body of preformed pile.Retaining wall is inserted into certain depth under the garage base plate, can block current simultaneously and infiltrate the garage in garage excavation stage opposing soil pressure, also can bear the spiral ramp load as vertical load-carrying members in the garage operational phase.
In order to increase the quantity of parking stall, spiral two way zone inboard is provided with the parking area, and the parking area is connected with the garage bottom by support column.The parking area can distribute along the spiral two way zone is inboard, also can be connected with the spiral two way zone by two way zone.The parking area can be divided into several layers as required, and the maximum number of plies is consistent with the pitch number.
Discrepancy and illumination for the ease of personnel are ventilated, and can be connected with elevator ﹠ stairs and the supporting facility of the distribution that is used to ventilate in spiral two way zone inboard by security platform as required.
In order to utilize the space to greatest extent, to guarantee the safe, stable of the mild and garage of the gradient of spiral ramp, the internal diameter of spiral ramp is 20～30 meters, and external diameter is 46～56 meters, and pitch is 2.2～3.0 meters, the number of plies is generally 3 layers, also can increase the number of plies as required.Spiral ramp adopts cast-in-situ steel reinforced concrete to build and forms, and also can adopt steel frame concrete structure or full steel structure.The spiral two way zone is wide to be 5～10 meters.
In order under less land area restriction, to obtain bigger parking space quantity, simultaneously in order further to utilize around the arching opposing soil layer to the pressure in garage, the plane, garage is generally rounded, makes the rectangle that two is a circular arc except circle can also make full use of field conditions certainly.
The utility model is by the parking position in spiral two way zone arranged outside continuous distributed, increase parking stall quantity, improved the garage space availability ratio, adopted the tubbiness space enclosing structure simultaneously, effectively reduce the average cost in construction risk, construction costs and parking stall, saved cost.
Description of drawings
Fig. 1 is the structural representation in garage in the utility model implementation column 1;
Fig. 2 is the plan structure schematic diagram in garage in the utility model implementation column 1;
Fig. 3 is the plan structure schematic diagram in garage in the utility model implementation column 2.
The specific embodiment
Shown in Fig. 1-2, a kind of spiral two way zone underground garage comprises garage and garage exterior wall 2, and the plane, garage is rounded, and the garage global shape is barrel-shaped, is convenient to resist on every side soil layer to the pressure in garage.Exterior wall 2 inwalls in garage are connected with spiral ramp, and spiral ramp is a single-screw, and the gradient is mild.The internal diameter of spiral ramp is 20 meters, and external diameter is 46 meters, and pitch is 2.4 meters.
Spiral ramp comprises spiral two way zone 4, and spiral two way zone 4 comprises into the track and goes out the track, indicates by tag line in the middle of entering the track and going out the track.Enter the track and go out the track and link to each other with vehicle outlet with the car mouth that advances in garage, spiral two way zone 4 is wide 7 meters.Spiral two way zone 4 outsides are provided with the parking position 3 along the track continuous distributed, and parking position 3 is wide 6 meters.Spiral two way zone 4 inboards are provided with the parking area 5 that distributes along the track, and each layer parking area 5 is connected 7 meters of the parking bit wides of parking area 5 by support column 9 with the garage bottom.
Parking position 3 sidewalls are connected with garage exterior wall 2, and the side that garage exterior wall 2 deviates from parking position 3 is provided with retaining wall 1, and retaining wall 1 gos deep into soil layer near an end of garage base plate 10.Retaining wall 1 forms drum-shaped structures jointly with garage exterior wall 2, give full play to the arching of drum, and spiral ramp plays the inner support effect, and layer soil body is to the pressure in garage outside the opposing garage.Retaining wall 1 rounded space enclosing structure comprises the pile body of going along with sb. to guard him that keeps off native water-stop curtain and continuous distributed, wherein keeps off native water-stop curtain and forms by the powerful stirring concrete earth pile of the multiaxis of continuous distributed, high-pressure rotary jet grouting pile and high-pressure slip-casting.Go along with sb. to guard him pile body and use bored pile.Retaining wall 1 can block current and infiltrate the garage simultaneously in garage excavation stage opposing soil pressure, also can bear the spiral ramp load as vertical load-carrying members in the garage operational phase.
In order to guarantee the safety of underground garage, is furnished with the supporting facility of ventilation distribution.Personnel must come in and go out for convenience, and spiral two way zone 4 every layer of inboard are connected with elevator and stair access by security platform, and in spiral two way zone 7 inboards and around the security platform 8 guard bar are set as required, guarantee personnel's safety.
Automobile enters from garage inlet, along spiral two way zone 4 advance that the track rotation is descending sails idle parking position 3 into, pass spiral two way zone 4 along zebra stripes then, take elevator 6 nearby or leave along stair 7.When parking position 3 was expired, automobile can sail parking area 5 into along spiral two way zone 4.When picking up the car, personnel can take elevator and arrive parking tier 6 times, drive to go out track rotation rising along spiral two way zone 4 and leave.
As shown in Figure 3, plane, garage of the present utility model can also be the rectangle that two is a circular arc, the central area, garage is provided with the parking area 5 that several layers equates with the spiral track number of plies, is connected with the garage bottom by support column 9, by support column 9, elevator 6 hoistways, stair 7 together support.Parking area 5 is rectangular, by two way zone 11 and 4 inboard linking to each other of spiral two way zone.
Claims (8)
1. a single-screw two way zone underground garage comprises garage and garage exterior wall (2), it is characterized in that: described garage exterior wall (2) inwall is connected with spiral ramp, and spiral ramp comprises spiral two way zone (4); Described spiral two way zone (4) outside is provided with the parking position (3) along the track continuous distributed.
2. single-screw two way zone underground garage according to claim 1 is characterized in that: described garage global shape is barrel-shaped.
3. single-screw two way zone underground garage according to claim 1 is characterized in that: described parking position (3) sidewall is connected with garage exterior wall (2), and the side that garage exterior wall (2) deviates from parking position (3) is provided with retaining wall (1).
4. single-screw two way zone underground garage according to claim 1 is characterized in that: the internal diameter of described spiral ramp is 20～30 meters, and external diameter is 46～56 meters, and pitch is 2.2～3.0 meters; Described spiral two way zone (4) is wide to be 5～10 meters.
5. single-screw two way zone underground garage according to claim 1 is characterized in that: plane, described garage is rounded.
6. single-screw two way zone underground garage according to claim 1 is characterized in that: plane, described garage is the rectangle that two is a circular arc.
7. single-screw two way zone underground garage according to claim 1 is characterized in that: described spiral two way zone (4) inboard is provided with parking area (5).
8. single-screw two way zone underground garage according to claim 1 is characterized in that: described spiral two way zone (4) is inboard to be connected with elevator (6), stair (7) and the supporting facility of the distribution that is used to ventilate by security platform (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201509044U CN202055589U (en) | 2011-05-12 | 2011-05-12 | Underground parking garage with single-spiral double-way lane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201509044U CN202055589U (en) | 2011-05-12 | 2011-05-12 | Underground parking garage with single-spiral double-way lane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202055589U true CN202055589U (en) | 2011-11-30 |
Family
ID=45015565
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201509044U Expired - Lifetime CN202055589U (en) | 2011-05-12 | 2011-05-12 | Underground parking garage with single-spiral double-way lane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202055589U (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704727A (en) * | 2012-06-20 | 2012-10-03 | 栾昊然 | Vehicle garage erected on pedestrian path |
| CN102777066A (en) * | 2012-08-13 | 2012-11-14 | 杭州南联土木工程科技有限公司 | Spiral-tunneling reverse construction method of bucket-shaped screw-type underground garage |
| CN104358442A (en) * | 2014-10-30 | 2015-02-18 | 王洋 | Stereo garage with automatic air renewal system |
| CN104358452A (en) * | 2014-10-30 | 2015-02-18 | 王洋 | Cylinder-type stereo garage |
| CN104652878A (en) * | 2015-02-28 | 2015-05-27 | 江苏省华建建设股份有限公司 | Diameter-variable car ramp and construction method thereof |
| CN106836893A (en) * | 2017-02-10 | 2017-06-13 | 李新亚 | Spiral self-service three-dimensional garage |
| CN106836953A (en) * | 2017-03-28 | 2017-06-13 | 陈万仁 | A kind of wisdom building with spiral ramp |
| CN108678536A (en) * | 2018-05-27 | 2018-10-19 | 中国计量大学 | Architectural engineering of different nature can reach the whole body structure design scheme of complementary effect |
| CN109403688A (en) * | 2018-12-04 | 2019-03-01 | 西安电子科技大学 | A kind of stereoscopic garage structure with multiple port cylindrical screw ramp |
| CN112664014A (en) * | 2021-01-22 | 2021-04-16 | 刘杰 | Underground parking equipment |
| CN112983068A (en) * | 2021-02-07 | 2021-06-18 | 山东建筑大学 | Combined arched section open caisson type underground garage, construction method and building |
| CN113585837A (en) * | 2021-09-02 | 2021-11-02 | 陈泽涵 | Multi-layer underground garage with indoor atrium |
| GB2619705A (en) * | 2022-06-08 | 2023-12-20 | Castree Projects Ltd | Apparatus and method |
-
2011
- 2011-05-12 CN CN2011201509044U patent/CN202055589U/en not_active Expired - Lifetime
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704727A (en) * | 2012-06-20 | 2012-10-03 | 栾昊然 | Vehicle garage erected on pedestrian path |
| CN102704727B (en) * | 2012-06-20 | 2014-10-15 | 胡向赤 | Vehicle garage erected on pedestrian path |
| CN102777066A (en) * | 2012-08-13 | 2012-11-14 | 杭州南联土木工程科技有限公司 | Spiral-tunneling reverse construction method of bucket-shaped screw-type underground garage |
| CN102777066B (en) * | 2012-08-13 | 2014-10-29 | 杭州南联土木工程科技有限公司 | Spiral-tunneling reverse construction method of bucket-shaped screw-type underground garage |
| CN104358442A (en) * | 2014-10-30 | 2015-02-18 | 王洋 | Stereo garage with automatic air renewal system |
| CN104358452A (en) * | 2014-10-30 | 2015-02-18 | 王洋 | Cylinder-type stereo garage |
| CN104358442B (en) * | 2014-10-30 | 2016-08-24 | 王洋 | A kind of multi-storied garage with automatic ventilation system |
| CN104652878A (en) * | 2015-02-28 | 2015-05-27 | 江苏省华建建设股份有限公司 | Diameter-variable car ramp and construction method thereof |
| CN106836893A (en) * | 2017-02-10 | 2017-06-13 | 李新亚 | Spiral self-service three-dimensional garage |
| CN106836953A (en) * | 2017-03-28 | 2017-06-13 | 陈万仁 | A kind of wisdom building with spiral ramp |
| CN108678536A (en) * | 2018-05-27 | 2018-10-19 | 中国计量大学 | Architectural engineering of different nature can reach the whole body structure design scheme of complementary effect |
| CN113323496A (en) * | 2018-05-27 | 2021-08-31 | 中国计量大学 | Structural design scheme for enabling haze removal tower project and double-lane stereo garage project to be constructed in fit manner |
| CN109403688A (en) * | 2018-12-04 | 2019-03-01 | 西安电子科技大学 | A kind of stereoscopic garage structure with multiple port cylindrical screw ramp |
| CN112664014A (en) * | 2021-01-22 | 2021-04-16 | 刘杰 | Underground parking equipment |
| CN112983068A (en) * | 2021-02-07 | 2021-06-18 | 山东建筑大学 | Combined arched section open caisson type underground garage, construction method and building |
| WO2022166001A1 (en) * | 2021-02-07 | 2022-08-11 | 山东建筑大学 | Caisson-type underground garage with combined arched sections, construction method and building |
| CN113585837A (en) * | 2021-09-02 | 2021-11-02 | 陈泽涵 | Multi-layer underground garage with indoor atrium |
| GB2619705A (en) * | 2022-06-08 | 2023-12-20 | Castree Projects Ltd | Apparatus and method |
| EP4295931A1 (en) * | 2022-06-08 | 2023-12-27 | Castree Projects Limited | Apparatus and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202055589U (en) | Underground parking garage with single-spiral double-way lane | |
| CN202090639U (en) | Underground garage with double-spiral one-way lanes | |
| CN110578339B (en) | Construction method of shaft type underground stereo garage | |
| CN106869549B (en) | Eccentric spiral type three-dimensional parking lot and underground construction method thereof | |
| CN104343263A (en) | Rotary lifting type three-dimensional garage | |
| CN201835564U (en) | Elevated multi-layer parking lot | |
| CN105971009A (en) | Five-layer circular urban underground complex | |
| CN106948834A (en) | Construction method and building structure that subway is built together with Urban Underground pipe gallery | |
| CN110206034A (en) | Annular method of excavation of deep foundation pit | |
| CN202324752U (en) | People and vehicle simultaneously-lifting type underground garage | |
| CN212376365U (en) | Intensive garage developed by utilizing urban road underground space | |
| CN103088734B (en) | Three-dimensional transportation system for urban main road | |
| CN106013222B (en) | Three circular cross section Urban Underground Complexes | |
| CN103195277A (en) | Overhead type stereo garage crossing over vehicle riding road | |
| CN214302989U (en) | Build assembled garage parking on ground additional | |
| CN214614086U (en) | Double-deck landing stage formula reverse construction method foundation ditch enclosure system | |
| CN203096539U (en) | Three-dimensional transportation system for urban trunk road | |
| CN202391187U (en) | Barrel-shaped full-automatic lifting type underground garage | |
| CN101372825A (en) | Method for using underground passage combined with ground road as trolley bus passage | |
| CN202731363U (en) | Combined type underground garage | |
| WO2013063862A1 (en) | Ultimate structural method | |
| CN207393211U (en) | The building structure that subway is built together with Urban Underground pipe gallery | |
| CN111663818A (en) | Intensive garage developed by utilizing urban road underground space | |
| CN111911185A (en) | PBA underground excavation station transfer passage structure and construction method thereof | |
| CN201193027Y (en) | Underground toques channel combined with ground road |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: The ancient Pier Road Hangzhou city Zhejiang province 310000 No. 673 Xihu District Ruibo International Building, B block 16 layer Patentee after: Yan Ping Address before: 602 room 2, unit 3, Xihu District Mingzhu apartment, Hangzhou, Zhejiang 310012, China Patentee before: Yan Ping |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20111130 |