CN110578413A - Shaft type underground stereo garage structure - Google Patents
Shaft type underground stereo garage structure Download PDFInfo
- Publication number
- CN110578413A CN110578413A CN201910966380.7A CN201910966380A CN110578413A CN 110578413 A CN110578413 A CN 110578413A CN 201910966380 A CN201910966380 A CN 201910966380A CN 110578413 A CN110578413 A CN 110578413A
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- garage
- peripheral supporting
- floor slab
- prefabricated floor
- main body
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- 230000002093 peripheral effect Effects 0.000 claims abstract description 66
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 54
- 239000010959 steel Substances 0.000 claims abstract description 54
- 239000004567 concrete Substances 0.000 claims abstract description 20
- 238000010276 construction Methods 0.000 claims description 26
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 239000002131 composite material Substances 0.000 claims description 3
- 238000001514 detection method Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 claims description 3
- 238000012544 monitoring process Methods 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 238000003756 stirring Methods 0.000 claims description 3
- 238000009423 ventilation Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000007569 slipcasting Methods 0.000 claims 2
- 239000012528 membrane Substances 0.000 claims 1
- 238000004078 waterproofing Methods 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 4
- 238000004134 energy conservation Methods 0.000 abstract 1
- 238000011161 development Methods 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
- E04H6/08—Garages for many vehicles
- E04H6/12—Garages for many vehicles with mechanical means for shifting or lifting vehicles
- E04H6/18—Garages for many vehicles with mechanical means for shifting or lifting vehicles with means for transport in vertical direction only or independently in vertical and horizontal directions
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
- E04H6/42—Devices or arrangements peculiar to garages, not covered elsewhere, e.g. securing devices, safety devices, monitoring and operating schemes; centering devices
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses a shaft type underground stereo garage structure, which is positioned underground and comprises a garage main body structure and a peripheral supporting structure; the garage main body structure comprises an outer wall structure, a top plate structure, a prefabricated floor structure and a bottom plate structure; the peripheral supporting structure is a concrete pile, a steel pipe pile, a steel plate pile, an underground continuous wall or a combination thereof; the prefabricated floor slab structure is formed by a single prefabricated floor slab structure or formed by combining a plurality of prefabricated floor slab structures; the prefabricated floor slab structure and the peripheral supporting structure are connected with each other through a connecting piece to form a permanent floor structure; the prefabricated floor slab structure replaces temporary support, and the two are combined into a whole, so that the workload is reduced; the main structure of the garage is connected with the peripheral supporting structure to bear external load together, so that the wall thickness of the wall body of the main structure can be reduced, materials are saved, and the manufacturing cost is saved; the prefabricated parts can be produced in batches in factories, and have high yield, good quality, low manufacturing cost, energy conservation and high efficiency.
Description
Technical Field
The invention relates to a shaft type underground stereo garage structure which is applied to the field of underground structures and foundation engineering in civil engineering.
Background
With the rapid development of social economy and the continuous promotion of urbanization process, the living standard of people is continuously improved, the automobile keeping quantity is rapidly increased, according to statistics, the automobile keeping quantity in China is increased at a speed of more than 20% every year, and in big cities such as Beijing, Shanghai and the like, the automobile keeping quantity is increased at a speed of more than 20 thousands every year, so that the problem of difficult parking in big and medium cities in China is generally caused. Meanwhile, the resident population of the city is more and more, so that the land resources are more and more tense, the overground space has the situation of short supply and short demand and high price, some areas have no land available, and for some well-preserved ancient building groups and street lanes and other sections, such as Beijing quadrangle, newly-built high-rise garage buildings are bound to conflict with the original appearance.
The problem of parking difficulty in areas with insufficient space on the ground or inconvenient use has become an important factor for restricting the development of cities. The underground space development and the construction of an intelligent mechanical garage are combined into a whole, and the construction of the underground shaft type garage is one of effective ways for relieving the urban parking problems of dense buildings and narrow fields.
At present, when an underground building is built, the prior art generally comprises a foundation pit supporting structure, an underground structure and a foundation pit supporting structure, wherein the underground structure is manufactured in the same direction as the foundation pit supporting structure, then the underground building is built in a dug foundation pit, an underground main structure obtained by the construction method is separated from a peripheral supporting structure, and meanwhile, when a foundation is dug, extra space needs to be dug to ensure the space needed by a template and waterproof construction, so that the excavated earth volume is increased, and the excavation is not economical and reasonable. The foundation pit supporting structure and the reverse construction underground structure are firstly constructed, the foundation pit supporting structure is used as a support, the reverse construction underground structure is used, the underground main structure obtained by the construction method is usually a cast-in-place concrete structure, meanwhile, a cast-in-place concrete floor is used as a lateral support of the foundation pit supporting structure, the structural strength of concrete needs to be waited, and the construction period is long.
disclosure of Invention
in view of the above-mentioned drawbacks of the conventional underground structure, the present invention provides an underground structure of an underground building, which is a peripheral supporting structure and an inverse main body structure, to solve the above-mentioned problems.
In order to realize the problems, the invention adopts the following scheme:
The utility model provides a pit shaft formula secret stereo garage structure which characterized in that: the stereo garage structure is located underground and comprises a garage main body structure and a peripheral supporting structure; the garage main body structure comprises an outer wall structure, a top plate structure, a prefabricated floor structure and a bottom plate structure; the peripheral supporting structure is a concrete pile, a steel pipe pile, a steel plate pile, an underground continuous wall or a combination thereof; the prefabricated floor slab structure is formed by a single prefabricated floor slab structure or formed by combining a plurality of prefabricated floor slab structures; the precast floor slab structure is a reinforced concrete slab, a profile steel composite slab, a steel truss or a combination thereof; the prefabricated floor slab structure and the peripheral supporting structure are connected with each other through a connecting piece to form a permanent floor structure; a lifting channel which is communicated up and down is reserved in the middle of the floor structure; parking spaces are arranged on the floor structure; arranging a mechanical parking equipment system on a plane provided by the garage main body structure or in a space enclosed by the garage main body structure; the peripheral supporting structure provides the effect of resisting external load during the construction of the garage main body structure, and is combined with the garage main body structure into a whole after the construction of the garage main body structure is completed, so that the peripheral supporting structure bears the external load together.
optionally, the prefabricated floor slab structure is provided with a first embedded steel structural member at intervals or continuously at the end part connected with the peripheral supporting structure, and the first embedded steel structural member is directly or indirectly connected with the peripheral supporting structure; when the peripheral supporting structure is a concrete pile or an underground continuous wall, the connecting piece is an implanted steel bar or a pre-embedded steel structure member II, and the peripheral supporting structure is welded with the pre-embedded steel structure member I at the end part of the prefabricated floor slab structure through the implanted steel bar or the pre-embedded steel structure member II; when the peripheral supporting structure is a steel pipe pile or a steel plate pile, the peripheral supporting structure is directly welded with the embedded steel structure component at the end part of the prefabricated floor slab structure.
Optionally, the prefabricated floor slab structure is provided with an outer wall structure of a partially prefabricated garage main body structure at the end part connected with the peripheral supporting structure, the partial outer wall structure is connected with the peripheral supporting structure, and construction joint treatment is performed when other partial outer wall structures are poured at the later stage; or the first embedded steel structural member at the end part of the prefabricated floor slab structure is connected with the peripheral supporting structure, the position of the outer wall structure is reserved, the reinforcing steel bars at the position are communicated without pouring concrete, and the concrete is poured together with the outer wall structure at the later stage.
Optionally, when the anti-floating of underground stereo garage structure need be considered set up the additional connection spare between peripheral supporting construction and the garage major structure, the additional connection spare is implanted reinforcing bar or the welding formula peg of setting on peripheral supporting construction, and the additional connection spare is connected with the outer wall structure interconnect of garage major structure, can make the better formation of garage major structure and peripheral supporting construction whole through the additional connection spare, can strengthen the anti-floating ability of underground stereo garage structure.
Optionally, the mechanical parking equipment system comprises a parking space frame structure, and a pre-embedded parking space frame structure and/or a connecting piece of the parking space frame structure is/are arranged at a specified position of the prefabricated floor slab structure; the parking space frame body structure and/or the connecting piece of the parking space frame body structure are/is installed with the prefabricated floor structure at the same time.
optionally, peripheral supporting construction sets up stagnant water structure according to the user demand, stagnant water structure sets up in peripheral supporting construction's the outside or in the middle of, stagnant water structure adopts high-pressure jet grouting pile curtain, stirring pile curtain, secant pile or its combination.
Optionally, the mechanical parking apparatus system includes a main lift, a sub lift, a turn disc, and a carrier.
Optionally, a garage supporting system is arranged on a plane provided by the garage main body structure or in a space enclosed by the plane, and the garage supporting system comprises part or all of a ventilation system, a lighting system, a drainage system, a monitoring system and a fire-fighting and alarming system.
Optionally, a garage auxiliary system is arranged on a plane provided by the garage main body structure or in a space enclosed by the plane, and the garage auxiliary system comprises part or all of a safety detection system, a license plate recognition system, a payment system and an equipment electric control system.
Optionally, the stereo garage structure is waterproof by self-waterproof concrete, grouting or waterproof coiled material, and the waterproof of construction joints is by pre-buried water stop steel plates, pre-buried waterstops or pre-buried grouting pipes.
The invention has the following advantages
1. The prefabricated floor structure replaces temporary support, the two are combined into one, the workload is reduced, the manufacturing cost is saved, the prefabricated floor structure is a prefabricated component, the next step of work can be carried out without maintenance time after the on-site installation is finished, and the construction period is shortened.
2. The garage main structure is connected with the peripheral supporting structure, and bears the external load together, so that the wall thickness of the main structure wall can be reduced, the material is saved, and the manufacturing cost is saved.
3. The prefabricated floor slab structure of the underground structure is composed of concrete prefabricated components, and the components can be produced in batches in factories, so that the yield is high, the quality is good, the manufacturing cost is low, and the energy is saved and the efficiency is high.
Drawings
fig. 1 is a side elevation view (structure) of a shaft-type underground stereo garage structure according to an embodiment of the invention;
Fig. 2 is a top view (structure) of a shaft type underground stereo garage structure according to an embodiment of the invention;
Fig. 3 is a side elevation view of a shaft-type underground stereo garage structure (building) according to an embodiment of the invention;
Fig. 4 is a top view of a shaft type underground stereo garage structure (building) according to an embodiment of the invention;
FIG. 5 is a schematic view of a connection between a prefabricated floor structure and a peripheral supporting structure of a shaft type underground stereo garage according to an embodiment of the present invention;
Fig. 6 and fig. 7 are schematic views of the junction between the end of the prefabricated floor slab structure and the outer wall structure of the shaft-type underground stereo garage according to the embodiment of the invention;
FIG. 8 is a schematic view of the connection between the outer wall structure of the shaft-type underground stereo garage and the peripheral supporting structure through the reinforcing connecting piece according to the embodiment of the invention;
FIG. 9 is a top view of a prefabricated floor structure of a shaft type underground stereo garage according to an embodiment of the present invention;
Fig. 10 is a side view of a prefabricated floor structure of a shaft type underground stereo garage according to an embodiment of the invention.
Reference numerals: 1. a garage main body structure; 2. a peripheral support structure; 3. an exterior wall structure; 4. a top plate structure; 5. prefabricating a floor slab structure; 6. a floor structure; 7. a connecting member; 8. a permanent floor structure; 9. a lifting channel; 10. a parking space; 11. embedding a first steel structure member; 12. implanting steel bars; 13. embedding a steel structure member II; 14. reinforcing the connecting piece; 15. a parking space frame structure; 16. a water stopping structure.
Detailed Description
The present invention is further illustrated by the following examples, which are not intended to limit the invention to these embodiments. It will be appreciated by those skilled in the art that the present invention encompasses all alternatives, modifications and equivalents as may be included within the scope of the claims.
As shown in fig. 1-10, a shaft-type underground stereo garage structure is characterized in that: the stereo garage structure is located underground and comprises a garage main body structure (1) and a peripheral supporting structure (2); the garage main body structure (1) comprises an outer wall structure (3), a top plate structure (4), a prefabricated floor structure (5) and a bottom plate structure (6); the peripheral supporting structure (2) is a concrete pile, a steel pipe pile, a steel plate pile, an underground continuous wall or a combination thereof; the prefabricated floor slab structure (5) is formed by a single prefabricated floor slab structure (5) or formed by combining a plurality of prefabricated floor slab structures (5); the precast floor slab structure (5) is a reinforced concrete slab, a profile steel composite slab, a steel truss or a combination thereof; the prefabricated floor slab structure (5) and the peripheral supporting structure (2) are connected with each other through a connecting piece (7) to form a permanent floor structure (8); a lifting channel (9) which is communicated up and down is reserved in the middle of the floor structure (8); parking spaces (10) are arranged on the floor structure (8); arranging a mechanical parking equipment system on a plane or in a space surrounded by the garage main body structure (1); the peripheral supporting structure (2) provides the effect of resisting external load during the construction of the garage main body structure (1), and is combined with the garage main body structure (1) into a whole after the construction of the garage main body structure (1) is completed, so that the external load is jointly borne.
As an optional embodiment, the prefabricated floor slab structure (5) is provided with first embedded steel structural members (11) at intervals or continuously at the end part connected with the peripheral supporting structure (2), and the first embedded steel structural members (11) are directly or indirectly connected with the peripheral supporting structure (2); when the peripheral supporting structure (2) is a concrete pile or an underground continuous wall, the connecting piece (7) is an implanted steel bar (12) or a second embedded steel structure member (13), and the peripheral supporting structure (2) is welded with the first embedded steel structure member (11) at the end part of the prefabricated floor slab structure (5) through the implanted steel bar (12) or the second embedded steel structure member (13); when the peripheral supporting structure (2) is a steel pipe pile or a steel plate pile, the peripheral supporting structure (2) is directly welded with the embedded steel structure member I (11) at the end part of the prefabricated floor slab structure (5).
As an optional embodiment, the prefabricated floor slab structure (5) is provided with a part of the external wall structure (3) of the prefabricated garage main body structure (1) at the end part connected with the peripheral supporting structure (2), the part of the external wall structure (3) is connected with the peripheral supporting structure (2), and construction joint treatment is performed when other parts of the external wall structure (3) are poured at the later stage; or the embedded steel structure member I (11) at the end part of the prefabricated floor slab structure (5) is connected with the peripheral supporting structure (2), the position of the outer wall structure (3) is reserved, the steel bars at the position are communicated without pouring concrete, and the concrete is poured together with the outer wall structure (3) in the later period.
As an optional embodiment, when the anti-floating of the underground stereo garage structure needs to be considered, a reinforcing connecting piece (14) is arranged between the peripheral supporting structure (2) and the garage main body structure (1), the reinforcing connecting piece (14) is an implanted reinforcing steel bar (12) or a welded bolt arranged on the peripheral supporting structure (2), the reinforcing connecting piece (14) is connected with the outer wall structure (3) of the garage main body structure (1), the garage main body structure (1) and the peripheral supporting structure (2) can be better formed into a whole through the reinforcing connecting piece (14), and the anti-floating capacity of the underground stereo garage structure can be enhanced.
As an optional embodiment, the mechanical parking equipment system comprises a parking space frame body structure (15), and a pre-embedded parking space frame body structure (15) and/or a connecting piece of the parking space frame body structure (15) are/is arranged at the designated position of the prefabricated floor slab structure (5); the parking space frame body structure (15) and/or the connecting piece of the parking space frame body structure (15) and the prefabricated floor slab structure (5) are installed at the same time.
As an optional embodiment, the peripheral supporting structure (2) is provided with a water stopping structure (16) according to the use requirement, the water stopping structure (16) is arranged at the outer side or the middle of the peripheral supporting structure (2), and the water stopping structure (16) adopts a high-pressure jet grouting pile curtain, a stirring pile curtain, a secant pile or a combination thereof.
As an alternative embodiment, the mechanical parking apparatus system includes a main lift, a sub lift, a turn tray, and a carrier.
As an optional embodiment, a garage supporting system is arranged on a plane provided by the garage main body structure (1) or in a space enclosed by the plane, and the garage supporting system comprises part or all of a ventilation system, a lighting system, a drainage system, a monitoring system and a fire-fighting and alarming system.
as an optional embodiment, a garage auxiliary system is arranged on a plane provided by the garage main body structure (1) or in a space enclosed by the plane, and the garage auxiliary system comprises part or all of a safety detection system, a license plate recognition system, a payment system and an equipment electric control system.
As an optional embodiment, the stereo garage structure is waterproof by self-waterproof concrete, grouting or waterproof coiled materials, and the construction joints are waterproof by pre-embedded water stop steel plates, pre-embedded water stop belts or pre-embedded grouting pipes.
Claims (10)
1. the utility model provides a pit shaft formula secret stereo garage structure which characterized in that: the stereo garage structure is located underground and comprises a garage main body structure and a peripheral supporting structure; the garage main body structure comprises an outer wall structure, a top plate structure, a prefabricated floor structure and a bottom plate structure; the peripheral supporting structure is a concrete pile, a steel pipe pile, a steel plate pile, an underground continuous wall or a combination thereof; the prefabricated floor slab structure is formed by a single prefabricated floor slab structure or formed by combining a plurality of prefabricated floor slab structures; the precast floor slab structure is a reinforced concrete slab, a profile steel composite slab, a steel truss or a combination thereof; the prefabricated floor slab structure and the peripheral supporting structure are connected with each other through a connecting piece to form a permanent floor structure; a lifting channel which is communicated up and down is reserved in the middle of the floor structure; parking spaces are arranged on the floor structure; arranging a mechanical parking equipment system on a plane provided by the garage main body structure or in a space enclosed by the garage main body structure; the peripheral supporting structure provides the effect of resisting external load during the construction of the garage main body structure, and is combined with the garage main body structure into a whole after the construction of the garage main body structure is completed, so that the peripheral supporting structure bears the external load together.
2. The shaft-type underground stereo garage structure according to claim 1, wherein: the prefabricated floor slab structure is provided with a first embedded steel structural member at the end part connected with the peripheral supporting structure at intervals or continuously, and the first embedded steel structural member is directly or indirectly connected with the peripheral supporting structure; when the peripheral supporting structure is a concrete pile or an underground continuous wall, the connecting piece is an implanted steel bar or a pre-embedded steel structure member II, and the peripheral supporting structure is welded with the pre-embedded steel structure member I at the end part of the prefabricated floor slab structure through the implanted steel bar or the pre-embedded steel structure member II; when the peripheral supporting structure is a steel pipe pile or a steel plate pile, the peripheral supporting structure is directly welded with the embedded steel structure component at the end part of the prefabricated floor slab structure.
3. the shaft-type underground stereo garage structure according to claim 1, wherein: the prefabricated floor slab structure is provided with an outer wall structure of a part of prefabricated garage main body structure at the end part connected with the peripheral supporting structure, the part of the outer wall structure is connected with the peripheral supporting structure, and construction joint treatment is carried out when other parts of the outer wall structure are poured at the later stage; or the first embedded steel structural member at the end part of the prefabricated floor slab structure is connected with the peripheral supporting structure, the position of the outer wall structure is reserved, the reinforcing steel bars at the position are communicated without pouring concrete, and the concrete is poured together with the outer wall structure at the later stage.
4. The shaft-type underground stereo garage structure according to claim 1, wherein: when anti superficial needs be considered to underground stereo garage structure peripheral support structure and garage major structure between set up the additional connection spare, the additional connection spare is implanted reinforcing bar or welded formula peg for setting up on peripheral support structure, and the additional connection spare can make the better formation of garage major structure and peripheral support structure whole through the additional connection spare, can strengthen the anti ability of floating of underground stereo garage structure.
5. The shaft-type underground stereo garage structure according to claim 1, wherein: the mechanical parking equipment system comprises a parking space frame body structure, wherein a pre-embedded parking space frame body structure and/or a connecting piece of the parking space frame body structure are/is arranged at the specified position of the prefabricated floor slab structure; the parking space frame body structure and/or the connecting piece of the parking space frame body structure are/is installed with the prefabricated floor structure at the same time.
6. The shaft-type underground stereo garage structure according to claim 1, wherein: the peripheral supporting structure sets up the stagnant water structure according to the user demand, the stagnant water structure sets up in peripheral supporting structure's the outside or in the middle of, the stagnant water structure adopts high-pressure jet grouting pile curtain, stirring pile curtain, secant pile or its combination.
7. The shaft-type underground stereo garage structure according to claim 1, wherein: the mechanical parking equipment system comprises a main elevator, an auxiliary elevator, a rotary disk and a carrier.
8. The shaft-type underground stereo garage structure according to claim 1, wherein: and a garage matching system is arranged on a plane provided by the garage main body structure or in a space enclosed by the plane, and comprises part or all of a ventilation system, a lighting system, a drainage system, a monitoring system and a fire-fighting and alarming system.
9. The shaft-type underground stereo garage structure according to claim 1, wherein: and a garage auxiliary system is arranged on a plane provided by the garage main body structure or in a space enclosed by the plane, and comprises part or all of a safety detection system, a license plate recognition system, a payment system and an equipment electric control system.
10. the shaft-type underground stereo garage structure according to claim 1, wherein: the waterproof adoption of stereo garage structure is from waterproof concrete, slip casting or waterproofing membrane, and the waterproof adoption of construction joint is pre-buried stagnant water steel sheet, pre-buried waterstop or pre-buried slip casting pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910966380.7A CN110578413A (en) | 2019-10-12 | 2019-10-12 | Shaft type underground stereo garage structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910966380.7A CN110578413A (en) | 2019-10-12 | 2019-10-12 | Shaft type underground stereo garage structure |
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| CN110578413A true CN110578413A (en) | 2019-12-17 |
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| CN201910966380.7A Pending CN110578413A (en) | 2019-10-12 | 2019-10-12 | Shaft type underground stereo garage structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113293773A (en) * | 2021-06-30 | 2021-08-24 | 中铁二十三局集团第二工程有限公司 | Foundation pit supporting system and construction method thereof |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001317072A (en) * | 2000-05-08 | 2001-11-16 | Toda Constr Co Ltd | Parking pit |
| US20070294952A1 (en) * | 2003-11-06 | 2007-12-27 | Emcp Ptd. Ltd. | Car park |
| CN202466623U (en) * | 2012-04-01 | 2012-10-03 | 广东中城建设集团有限公司 | Basement attached lane structure |
| CN102777065A (en) * | 2012-08-13 | 2012-11-14 | 杭州南联地基基础工程有限公司 | Reverse building method for lifting-type bucket-shaped underground garage |
| CN104018518A (en) * | 2014-05-30 | 2014-09-03 | 浙江大学宁波理工学院 | Prefabricated underground diaphragm wall and method for constructing outer basement wall and floor slabs |
| CN104878965A (en) * | 2015-05-07 | 2015-09-02 | 中铁隧道勘测设计院有限公司 | Cell type underground mechanical parking garage |
| CN107326932A (en) * | 2017-08-31 | 2017-11-07 | 南京叭叭智能科技有限公司 | A kind of accurate half reversed construction method of underground garage |
| CN109695359A (en) * | 2019-01-25 | 2019-04-30 | 北京中岩智泊科技有限公司 | A kind of missile silo cartridge type solid bicycle/electric vehicle library and its construction method |
| CN211115052U (en) * | 2019-10-12 | 2020-07-28 | 北京中岩智泊科技有限公司 | Shaft type underground stereo garage structure |
-
2019
- 2019-10-12 CN CN201910966380.7A patent/CN110578413A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001317072A (en) * | 2000-05-08 | 2001-11-16 | Toda Constr Co Ltd | Parking pit |
| US20070294952A1 (en) * | 2003-11-06 | 2007-12-27 | Emcp Ptd. Ltd. | Car park |
| CN202466623U (en) * | 2012-04-01 | 2012-10-03 | 广东中城建设集团有限公司 | Basement attached lane structure |
| CN102777065A (en) * | 2012-08-13 | 2012-11-14 | 杭州南联地基基础工程有限公司 | Reverse building method for lifting-type bucket-shaped underground garage |
| CN104018518A (en) * | 2014-05-30 | 2014-09-03 | 浙江大学宁波理工学院 | Prefabricated underground diaphragm wall and method for constructing outer basement wall and floor slabs |
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| CN107326932A (en) * | 2017-08-31 | 2017-11-07 | 南京叭叭智能科技有限公司 | A kind of accurate half reversed construction method of underground garage |
| CN109695359A (en) * | 2019-01-25 | 2019-04-30 | 北京中岩智泊科技有限公司 | A kind of missile silo cartridge type solid bicycle/electric vehicle library and its construction method |
| CN211115052U (en) * | 2019-10-12 | 2020-07-28 | 北京中岩智泊科技有限公司 | Shaft type underground stereo garage structure |
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